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SFRA2021-0190
3ANI110 UT JOB ADDRESS: DATE OF ISSUANCV.A R ® 5 2021 PERMIT#: '41-olgo BUI 41) G P � APPLICATION 7PLEA PRINT L GIBL OMPLETE ENTIRE FORM) ���� tiladcLan.a SUITE# z t� " LOT: `l BLOCK: SUBDIVISION: Z.1 6 �. t%j t�BUILDING CONTRACTOR (company name): Fzs+rlA C CURRENT MAILING ADDRESS: -1-01514 �1re�sCiat� Z CITY/STATE/ZIP: Cat>d�ty , TF ItOt( I 5 PROPERTY OWNER: CURRENT MAILING/ ADDRESS: 5 a a (� /rin.J CITY/STATE/ZIP: %rq�w"..f, f1C �40SN PROJECT VALUE: $ —'r- .AsressMen}S.uvtcPs I &iG N)YI UL PH: # LQ2 SIY l$3lo Fax # PHONE NUMBER: Xa-RZ(-4M9 FIRESPRINKLERED? YES NO �-' WHAT TRADES WILL BE NEEDED? (Check ones that apply) ELECTRIC ----PLUMBING— MECHANICAL DESCRIPTION OF WORK TO BE DONE: j . �I A 15 . 040 w f Wl AA t.J4 USE OF BUILDING OR STRUCTURE: SI nCN1c iprnM�lr 12 Q/�'I o�n a� NAME OF BUSINESS: Total Square Footage under roof: ? bn Square Footage of alteration/addition: 0q80 t] I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, /jaIterations and additions) Gf I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. /Control Number: (Not required for I & 2 family dwellings) a- I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). / s PRINT NAME: At 4ketn, ✓U f)/I-�i/D SIGNATURE PHONE #: EMAIL: -� THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: Permit Valuation: $ Setbacks I Approval to Issllc Occupancy Group: Fire Sprinkler: YES— NO — Front: Electrical ✓ 1 Division: Building Depth: Left: Plumbing Zoning: Building Width: Rear: Mechanical Occupancy Load:f _ Right: l— Plan Review Approva(-�v Date: 112P'2 I Building Permit Fee: Site Plan Approval: Date: Plan Review Fee: Fire Department: Date: Lot Drainage Fee: j Public Works Department: Date: Sewer Availability Rate: 1 Health Department: Date: Water Availability Rate: Approved for Permit: Date: Total Fees: Lot Drainage Submitted: Approved: Total Amount Due: P.09OX 95104. GRPEVINE TX 76099(8171410-3165 0F0W5%DSPEWFRPPLICATI0N 2-R5� 1%�061/W.111094/11 City of Grapevine P.O. Box 95104 Grapevine, TX 76099 (817) 410-3165 Voice (817) 410-3012 Fax CONTRACTOR BUILDING --- RESIDENTIAL ALTERATION Issue Date: March 5, 2021 PROJECT DESCRIPTION: Install Roof Mount Solar System PROJECT # (817) 410-3010 Www.mygov.us SFRA-21-0190 Inspections Permits LOCATION LEGAL 5322 Glade Ln. Glade Lane Blk 2 Lot 4 Grapevine, TX 76051 B and M Assessment Services 7954 Grassland Drive Godley, TX 76044 ( OWNER Donald Walker 5322 Glade Ln Grapevine, TX 76051 AVAILABLE INSPECTIONS Building Final (required) INFORMATION "APPLICANT NAME Matthew Monteria '"APPLICANT PHONE NUMBER 6825181836 APPROVED TO ISSUE ELECTRIC YES County Tarrant Fire Sprinkler System? NO Square Footage VALUATION 7560 FEES TOTAL = $ 150.00 Building Permit Fee, ($150.00 Flat Fee) Simple $ 150.00 Alteration PAYMENTS TOTAL = $150.00 B and M Assessment Services (Matthew Monteiro) Other on 03/05/2021 ($150.00) Note: CC2021 NOTICES 1) ALL work must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2) A copy of the signed permit and approved plans must be on site at all times. 3) The project address must be clearly posted at the job site. READ AND SIGN I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGE CY(S). ` 3 21 Signature Date MYGOV.US City of Grapevine I BUILDING -- RESIDENTIAL ALTERATION I SFRA-21-0190 1 Printed 03/05/21 at 1:17 p.m Page 1 of 2 N cV cc `5322 L-IVd Lone DESCRIPTION OF WORK: / inS�..t� 01 'S,o�to kw tail' Mc�na- PROPERTY OWNER: 17u,.w1 d, I_�a�ker ADDRESS: 53'11 C�lad� 1 nun+ CITY/STATE/ZIP: (I rw_ac. ✓i m l y 1-trc0 51 PHONE NUMBER: isl'1'8'N-4bb8 JAN 21 2021 Issue Date: CITY OF GRAPEVINE CIRCLE ONE) MECHANICAL �Rlf — PLUMBING - IRRIGATION - FUEL GAS PERMIT APPLICATION (PLEASE PRINT LEGIBLY - COMPLETE ENTIRE FORM] PERMIT# �'�-I \ BLDG. {'ERMI' DAT .t I1Z 12aL1 JOB ADDRESS: SUITE # c,tTA(pwvIflIe Solar S1YS"t7 1 CONTRACTING COMPANY: AS A ,Soi✓icw ADDRESS: T91t4 ba+sc la d d+ u CITY/STATE/ZIP: (70JIf / �J/ A c Lt l PHONE NUMBER: TYPE OF OCCUPANCY BUILDING AREA PERMIT FEES (SQ FT) EACH TRADE I. R-3 1 - 749 $ 33.25 SINGLE FAMILY, DUPLEX 750- 1,199 $ 49.88 TOWNHOUSE, 1,200- 1,500 $ 63.18 NEW CONSTRUCTION 8, 1,501 - 1,750 $ 76.48 ADDITIONS (PER UNIT) 1,751 - 2,000 $ 83.13 2,001 - 2,250 $ 89.78 TOTAL SQ. FOOT UNDER 2 51 - 3,000 $ 96.43 ROOF 1- 3 500) 03.0 3, 01 - 4,000 $ 109.73 4,001 + $ 120.37 EACH TRADE II. A, E, I, R-1 1 - 500 $ 37.00 HOTELS, APARTMENTS, 501 - 100,000 $ 17.50+.035 PER DRINKING/DINING, 100,001-500,000 $ 3,500.00+.03 SQUARE EDUCATIONAL, ASSEMBLY, 500,001 + $15,000.00+.02 FOOT INSTITUTIONAL EACH TRADE III. B, F, H, M, S, U OFFICE, RETAIL, WHOLESALE, 1 - 500 $ 37.00 GARAGES, FACTORIES, 501- 50,000 $ 32.00+.01 1 PER WORKSHOPS, SERVICE 50,001- 100,000 $ 182.00+.007 SQUARE STATIONS, WAREHOUSE 100,001+ $ 582.00+.003 FOOT CONTRACT EACH TRADE IV. ANY OCCUPANCY GROUP VALUATION OF WORK FINISH -OUTS, SHELL COMPLETIONS, 0- 500 $ 37.00 ALTERATIONS OR 501- 1,500 $ 45.00 STAND ALONE PERMITS 1,501- 3,000 $ 57.00 3,001- 5,000 $ 72.00 CONTRACT VALUATION OF WORK: 5,001- 50,000 $ 27.00+ .009 50,001- 100,000 $ 127.00+ .007 PER $ 100,001- 500,000 $ 327.00+ .005 DOLLAR 500,001+ $ 1,327.00+.003 VALUATION EACH TRADE V. MISCELLANEOUS IRRIGATION SYSTEMS $ 37.00 MOBILE HOME SERVICE $ 37.00 TEMPORARY POLE SERVICE $ 37.00 SWIMMING POOLS $ 37.00 SIGN ELECTRIC $ 37.00 E AMOUNTDUE 31 — C:\Users\sbatte\AooOata\Loral\Microsoft\Windows\Temoorary Internet Files\Content OutlnWG80E6GOFlMEP APPLICATION 4-11 don PLAN SUBMITTAL: WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL, THREE (3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. OTHER INSPECTIONS AND FEES: INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR MINIMUM) .............. ................................. $42.00/HOUR* REINSPECTIONFEES.................................................................................................................. $42.00 PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED........................................................... $37.00 INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED (1/2 HOUR MINIMUM)......................$42.00/HOUR ADDITIONAL PLAN REVIEW REQUIRED BY CHANGES, ADDITIONS, OR REVISIONS TO APPROVEDPLANS .................. ..................................................................................................... $42.00/HOUR BUILDING PERMIT FEES FOR THE GRAPEVINE-COLLEYVILLE INDEPENDENT SCHOOL DISTRICT SHALL BE 25% OF THE FEES ESTABLISHED IN THIS TABLE FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH......... ACTUAL COSTS** I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. S GNAT RE F CONTRAC OR-OR_AUTHORIZED AGENT (OR HOMEOWNER FOR HOMEOWNERS -PERMITS) PHONE #: P I NANf Pei Ze oxk t> *OR THE TOTAL HOURLY COST TO THE JURISDICTION WHICHEVER IS GREATER. **ACTUAL COSTS INCLUDE ADMINISTRATIVE AND OVERHEAD COSTS. Development Services Department, Building Inspections The City of Grapevine * P.O. Box 95104 * Grapevine, Texas 76099 * (817) 410-3165 Fax (817) 410-3012 SIP www.grapevinetexas.gov C \Users\sbatte\AooOata\Local\Microsoft\W,ndoms Temnora, Internet FNes\Cnntent Outlook\GSOEISGOF\MEP APPLICATION 4-11 doc ity of Grapevine P.O Box 95104 Grapevine, TX 76099 (817) 410.3165 Voice (817)410.3012 Fax CONTRACTOR ELECTRICAL PERMIT - MISC Issue Date: March 5, 2021 PROJECT DESCRIPTION: Electrical for Solar Panels PROJECT # EMISC-21.0191 LOCATION 5322 Glade Ln. Grapevine, TX 76051 B and M Assessment Services [ELEC] State ID # 2473239 7954 Grassland Drive Godley, TX 76044 (682)675-7090 Phone ( OWNER Donald Walker 5322 Glade Ln Grapevine, TX 76051 AVAILABLE INSPECTIONS Electrical Final (required) (817) 410-3010 Inspections LEGAL Glade Lane Blk 2 Lot 4 Www.mygov.us Permits INFORMATION COUnty Tarrant Square Footage VALUATION 3020 FEES TOTAL = $ 37.00 Electrical Miscellaneous Fee $ 37.00 PAYMENTS TOTAL =$37.00 B and M Assessment Services (ELEC) (Matthew Monteiro) Other on 0310512021 Note: CC2021 ($37.00) NOTICES ALL work must be done in compliance with the 2005 NATIONAL ELECTRIC CODE PLAN SUBMITTAL: WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL, THREE (3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED HE CITY UPON REQUEST. �V l V \ 6� Signature Dale MYGOV US City of Grapevine I ELECTRICAL PERMIT- MISC I EMISC-21-0191 I Printed 03/05/21 at 1.20 p.m. Page 1 of 2 JAN 2 a e�2j W CONSULS TING J Scott E. Wyssling, PE, PP, CME Ken Trappen Advanced Solar Solutions 39650 Mallard Bass Lake, CA 93604 Dear Mr. Trappen: Wyssling Consulting 76 North Meadowbrook Drive Alpine, UT 84004 office (201) 874-3483 January 11, 2021 AGO x a Re: Engineering Services CV Walker Residence p 04, 5322 Glade Lane, Grapevine TX C4 10 5.040 kW System N N M O ri II) fn Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by Advanced Solar Solutions representative identifying specific site information including size and spacing of rafters for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by Advanced Solar Solutions and will be utilized for approval and construction of the proposed system. 3. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of 2 x 6 dimensional lumber at 24" on center with strut to wall. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof rafters. All wood material utilized for the roof system is assumed to be Doug -Fir #2 or better with standard construction components. The existing roofing material consists of composite asphalt shingles. Photos of the dwelling also indicate that there is a permanent foundation. A. Loading Criteria Used • 115 MPH wind loading based on ASCE 7-10 Exposure Category "C" at a slope of 30.3 & 45 degrees • 7 PSF = Dead Load roofing/framing Live Load = 20 PSF Snow Load = 5 PSF • 3 PSF = Dead Load solar panels/mounting hardware Total Dead Load =10 PSF The above values are within acceptable limits of recognized industry standards for similar structures in accordance with the Texas Uniform Construction Code (2015 IRC). Analysis performed of the existing roof structure utilizing the above loading criteria indicates that the existing rafters will support the additional panel loading without damage, if installed correctly. H z U 0 CO Z O a Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by Advanced Solar Solutions representative identifying specific site information including size and spacing of rafters for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by Advanced Solar Solutions and will be utilized for approval and construction of the proposed system. 3. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of 2 x 6 dimensional lumber at 24" on center with strut to wall. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof rafters. All wood material utilized for the roof system is assumed to be Doug -Fir #2 or better with standard construction components. The existing roofing material consists of composite asphalt shingles. Photos of the dwelling also indicate that there is a permanent foundation. A. Loading Criteria Used • 115 MPH wind loading based on ASCE 7-10 Exposure Category "C" at a slope of 30.3 & 45 degrees • 7 PSF = Dead Load roofing/framing Live Load = 20 PSF Snow Load = 5 PSF • 3 PSF = Dead Load solar panels/mounting hardware Total Dead Load =10 PSF The above values are within acceptable limits of recognized industry standards for similar structures in accordance with the Texas Uniform Construction Code (2015 IRC). Analysis performed of the existing roof structure utilizing the above loading criteria indicates that the existing rafters will support the additional panel loading without damage, if installed correctly. H z U 0 CO Z O a Page 2 of 2 B. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "IronRidge Solar Installation Manuar, which can be found on the IronRidge Solar website (http:/�ronridgesolar.com). If during solar panel installation, the roof framing members appear unstable or deflect non -uniformly, our office should be notified before proceeding with the installation. 2. Maximum allowable pullout per lag screw is 235 Ibs/inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications for Doug -Fir (North Lumber) assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 Y2", is less than what is allowable per connection and therefore is adequate. Based on the variable factors for the existing roof framing and installation tolerances, using a thread depth of 2 Y" with a minimum size of 5116" lag screw per attachment point for panel anchor mounts should be adequate with a sufficient factor of safety. 3. Considering the roof slopes, the size, spacing, condition of roof, the panel supports shall be placed no greater than 72" o/c. 4. Panel supports connections shall be staggered to distribute load to adjacent trusses. Based on the above evaluation, it is the opinion of this office that with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the Texas Uniform Construction Code, current industry and standards, and based on information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. V truly yours, Scott W Psslli , PE E. Texas License No. 19 Firm No. 2010 WCONSU LING f Lawrence Gray From: Lawrence Gray Sent: Thursday, January 21, 2021 11:03 AM To: Subject: 21-0190; 5322 Glade Ln., Grapevine, TX (Solar) Applicant: have completed my review of the permit application referenced in the subject of this email. Re -submit 2 hard copies of all plan sheets printed on 1 side of the paper only. Thank you, Larry Gray Plans Examiner/Inspector City of Grapevine, TX (817)410-3163 TSBPE License # 1-3200 PARCEL MAP GPS COORDINATES: 32.88385548899463,-97.08744161872514 'ALL CHANGES REQUIRE APPROVAL OF REVISED PLANS APPROVED PLANS SHALL BE KEPT ON JOBSITE ATALL TIMES -- -- -- R A- -. R PROJECT APN: JAN 2 5 2021 GOVERNINd%CODES DESIGN CRITERIA PROJECT LOCATION _ APPLICABLE BUILDING CODES: BUILDING OCCUPANCY: R-3 �"QO 2015 INTERNATIONAL BUILDING CODE CONTRACTOR SHALL CALL 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL FIRE CODE RISK CATEGORY: RISK Category II x FOR ASCE 7-10 WIND SPEED:115 W*M2admDr �. INSPECTIONS: 2017 NATIONAL ELEGl RIC CODE EXPOSURE CATEGORY: Exposure C-AshixrtlUs � ~ (81 T) 410-3010 SNOW LOAD: 5 Bdar«oiiDr �, W CONTRACTOR REGISTRATION WILL BE REVOKED UPON PERMIT EXPIRATION. DRIVEWAY T J I� o _ a I !F y Y h z��V7\ NORTH GENERAL PROJECT & JURISDICTIONAL NOTES INSPECTION REQUIREMENTS JURISDICTIONAL & LISTING REQUIREMENTS 1. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH ALL 1. WHEN APPLICABLE A SMOKE DETECTOR, APPROVED AND LISTED BY THE STATE FIRE MARSHAL OR ANSI/UL 217 CERTIFIED TO NATIONAL FIRE ALARM OSHA REGULATIONS. AND SIGNALING CODE, NFPA 72 SHALL BE VERIFIED FUNCTIONAL OR INSTALLED 2. PENDING LOCAL JURISDICTIONAL REQUIREMENTS AND WHEN APPLICABLE IN ALL APPLICABLE CODE REQUIRED LOCATIONS. ALL ELECTRICAL ENCLOSURE DEAD FRONTS, COVERS, DOORS, ETC. SHALE BE 2. ALL APPLICABLE EQUIPMENT TO BE UL LISTED OR LISTED BY OTHER OPEN AND ACCESSIBLE FOR INSPECTIONS. WHEN TRENCH AND ROOF INSPECTIONS JURISDICTIONAL AND UTILITY APPROVED ASSOCIATION OR NATIONALLY ARE REQUIRED WORK SHALL BE OPEN AND ACCESSIBLE FOR INSPECTOR. RECOGNIZED ORGANIZATION. 3. FULL SCOPE OF WORK SHALL COMPLY WITH ALL APPLICABLE CODES LISTED IN GOVERNING CODES SECTION, ALL MANUFACTURES' LISTINGS, INSTALLATION INSTRUCTIONS AND SPECIFICATIONS AND JURISDICTIONAL REQIREMENTS. 4. REVISED PLANS WILL BE REQUIRED TO BE RESUBMITTED TO THE LOCAL JURISDICTION IF THE INSTALLED ARRAY AND ASSOCIATED EQUIPMENT DOES NOT MATCH THE APPROVED BUILDING PLANS. ADDITIONAL FEES MAY ALSO APPLY. ,n �5. THE PLACEMENT OF A UTILITY PV PRODUCTION METER SHALL BE PROVIDED SEPARATE RLUMSM MECIVIMICAL, AND PLACED BY THE CONTRACTOR AS PER APPLICABLE UTILITY OR AHJ ELECTRICALAND SIGN PERMITS REQUIREMENTS. SHALL BE REQUIRED COPYRIGHT NOTICE 1. UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT EXPRESSED WRITTEN PERMISSION FROM THE CONTRACTOR AND ADVANCED SOLAR SOLUTIONS IS A VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTION SNOW EXPOSURE: N/A' 5372 �Iad�777e:Lrl, 1 0 ,, CONSTRUCTION TYPE: VB Gi37E'Vi[I,�i76fi�5'1 ,., ,,, ,1 O. Ln w Co Uj U1 LU LU LU 0 U SCOPE OF WORK ROOF MOUNTED PV (SOLAR) PROJECT GRID -TIED � �°"� `' w Q WO BATTERY STORAGE rAvandMe�r PROPOSED SG R EQUIPMENT SITE / PROJECT DETAILS 'TEleven �LU /� w CITY. EQUIPMENT SCRIPTION/MFG/MODEL CONNECTION I LINE -SIDE TAP SI�r 16 MODULES PEIMa9 k SG315M (BF) _ SYSTEM SIZE DC 5.040 KW ° 1 INVERTER(S) Solar 7,dge SE5000H-US (240V) SYSTEM SIZE AC 4.492 KW SHEET INDEX N/A RACKING Irc of Iilge XR100 Rail CITY. STRING/CKT. 1 SHEET 49 STANCHIONS I IronRj' ge FlashFoot2 ELECT. SERVICE 120/240V - 10 SHEETTITLE N/A RSD DEVICE INTEF_j ATED IN INV & OPT ROOF COVERING Comp Shingle -NUMBER z 0 � BATTERIES .MAX ARRAY HGT. N/A PV-001 COVER SHEET z 0 COMBINER(S) TILT 45", 30.3° N-001 GENERAL NOTES (E) MSP RATINGS 200A BUS/200A MAIN BREAKER AZIMUTH 180-, 270° PV-10OR PV ARRAY LAYOUT U PROJECT TEAM LIST s-1oo RACKING LAYOUT o S-200 SECTION ELEVATION J -a CONTRACTOR: ELECTRICAL UTILITY: — O 7z S-201 (ATTACHMENT DETAILS Daybreak Install LLC o a, Y Oncor Electric Delivery E-001 EQUIP. CALCULATION F_ c 2100 N Main St Ste. 212 ESI ID NUMBER: 10443720006191726 — Fort Worth, TX 76164 PHONE: E-002 WIRE AND COND. CALCS Y N CI CONTRACTOR LIC#: TECLn.2815 E-003 THREE LINE DIAGRAM d ca m M PHONE: (817) 995-9572 .,� JURISDICTION: AUTHORITY HAVING E-100 ELECTRICAL LAYOUT ,n � CONTACT NAME: James Blakely P-001 STANDARD PLACARDS _Idj ! , v, PHONE: (817) 995-9572 ;,; BUILDING: City of Grapevine o LU ,,, ,,, EMAIL: PHONE: P-002 DYNAMIC PLACARDS o LU LU a ENGINEERED BY: R-1xx EQUIP.CUT SHEETS `^ z o o a DESIGN BY: Scott E. Wyssling James Blakely 80 North Meadowbrook Dr r4 It C14 Ln A Ln PHONE: (817) 995-9572 Alpine, LIT84008 � w rn EMAIL: LICENSEM 12266923 LICENSE TYPE: Civil - �, ~ 61 LU PROJECT DRAFTER: PHONE: (202) 874-3483 CXWIQ � Bass Lake, CA 93604 �l��-OF r ��t o 0 �/ ADVANO=Dii� SHEET: OF: �1��E.,..`... E(4i 1 u -j, OLAR.5[ttJTIONS RELEASE DOES NOT AUTHORIZE ANY WORK IN xw.—u.w.mwwoa,enr PHONE: 559-321-7000 CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE.co +r f EMAIL: .. IN H CA gITY APPROVED PLANS TO BE KEPT ON HOME OWNER PROJECT 1 OCATI - - wo s� 1226 eo Walker, Donald THE JOB SITE AT ALL TIMES_ N110w {!CENS�Q �•= 5322 Glade Ln, Grapev'�ne, TX 76051 �� �$ a t +��1��3�DiVA1. M 1; DATE: -- BY: 1 CONTACT NAME: Walker, Donald BUILDING INSPECTION DIVISION: Wyssling COCISUItlfl9 PHONE: 88 EMAIL: PUBLIC RIGHT-OF-WAY. / Q ALL CHANGES MUST BE APPROVED OFFICE COPY GENERAL NOTES:* PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED AS PER SECTION NEC110.26. PV SYSTEM COMPONENTS; INCLUDING BUT NOT LIMITED TO, MODULES, INVERTERS AND SOURCE CIRCUIT COMBINERS ARE IDENTIFIED AND LISTED FOR USE IN PV SYSTEMS IN COMPLIANCE WITH NEC 690.4AND 690.6 ANDALL UL, IEC, IEEE CLASSIFICATIONS AS REQUIREMENTS. RAPID SHUTDOWN NOTES:* PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDIDNG SHALL INCLUDE A RAPID SHUTDOWN FUNCTION THAT CONTROLS SPECIFIC PV CONDUCTORS IN ACCORDANCE WITH 2417NEC690.12(A)-(D) EQUIPMENT LOCATIONS & ELECTRICAL NOTES:* JUNCTION AND PULL BOXES ARE PERMITTED TO BE INSTALLED UNDER PV MODULES IN COMPLIANCE WITH NEC 690.34. ADDITIONAL AC DISCONNECT(S) SHALL BE PROVIDED WHERE THE INVERTER IS NOT WITHIN SIGHT OF THE AC SERVICING DISCONNECT. 2017NEC690.15(A) ALL EQUIPMENT SHALL BE INSTALLED ACCESSIBLE TO QUALIFIED PERSONNEL IN COMPLIANCE WITH NEC APPLICABLE CODES. ALL COMPONENTS ARE LISTED FORTHEIR INTENDED PURPOSE AND RATED FOR OUTDOOR USAGE WHEN APPLICABLE. STRUCTURAL AND INSTALLATION NOTES:* RACKING SYSTEM & PV PANELS MOUNTED ON A ROOFTOP SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 1703 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER INSTALLATION INSTRUCTIONS. ALL PV RACKING ATTACHMENT POINTS SHALL NOT EXCEED THE PRE-ENGINEERED MAX SPANS OUTLINED BY THE RACKING MANUFACTURES ENGINEER OF RECORD. GROUNDING NOTES:* IN UNGROUNDED SYSTEMS ONLY THE DC CONDUCTORS ARE UNGROUNDED AND REQUIRE AN EQUIPMENT GROUNDING CONDUCTOR. ALL METAL ELECTRICAL EQUIPMENT AND STRUCTURAL COMPONENTS BONDED TO GROUND, IN COMPLIANCE WITH NEC250.134 AND NEC 250.136(A) . PV EQUIPMENT INCLUDING MODULE FRAMES AND OTHER METAL PARTS SHALL BE GROUNDED IN COMPLIANCE WITH NEC690.43 AND MINIMUM GROUND CONDUCTORSSIZED IN ACCORDANCE WITH NEC TABLE 250.122. CONDUCTIVE PARTS OF MODULE FRAMES, MODULE RACKING, AND ENCLOSURES SHALL BE GROUNDED IN COMPLIANCE WITH AEC 250.134AND NEC 250.136(A) UL2703 APPROVED MODULE AND RACK GROUNDING SHALL BE USEDAND INSTALLED PER MANUFACTURER'S INSTALLATION MANUAL. IF UL2703 APPROVED GROUNDING IS NOT USED, MODULE GROUNDING LUGS MUST BE INSTALLED ATTHE SPECIFIED GROUNDING LUG HOLES PERTHE MANUFACTURER'S INSTALLATION REQUIREMENTS. THE GROUNDING CONNECTION TO A MODULE SHALL BE ARRANGED SUCH THAT THE REMOVAL OFA MODULE DOES NOT INTERRUPT A GROUNDING CONDUCTOR TO ANOTHER MODULE. THE GROUNDING ELECTRODE SYSTEM COMPLIES WITH NEC690.47 AND NEC250.50 THROUGH NEC250.106. IF EXISTING SYSTEM IS INACCESSIBLE OR INADEQUATE, A GROUNDING ELECTRODE SYSTEM WILL BE PROVIDED IN COMPLIANCE WITH NEC250, NEC690.47ANDAHJ. PV SYSTEMS SHALL BE PROVIDED WITH DC GROUND - FAULT PROTECTION 2017NEC 690.41(B) INTERCONNECTION / POC NOTES:* ALL LOAD -SIDE INTERCONNECTIONS ARE IN COMPLIANCE WITH 2O17NEC 705.12(B) THE TOTAL RATING OF ALL OCPD IN SOLAR LOAD CENTERS SHALL NOT EXCEED THE RATED AMPACITY OF THE BUSBAR EXCLUDING THE OCPD PROTECTING THE BUSBAR IN COMPLIANCE WITH NEC 705.12(B)(2)(3)(c) ALL FEEDER TAP (LOAD SIDE) INTERCONNECTIONS ARE IN COMPLIANCE WITH 2O17NEC705.12(B)(2)(1) THE PV SYSTEM BACK -FEED BREAKER SHALL BE INSTALLED ON THE OPPOSITE END OF THE BUS BAR AN D IT SHALL ALSO BE SIZED APPROPRIATELY AS PER 2017NEC 705.12(B)(2)(3)(b) SUPPLY SIDE TAP INTERCONNECTIONS ARE IN COMPLIANCE WITH NEC 705.12(A) WITH SERVICE ENTRANCE CONDUCTORS IN COMPLIANCE WITH NEC 230.42 BACKFEEDING BREAKER FOR INVERTER OUTPUT IS EXEMPT FROM ADDITIONAL FASTENING 2017NEC705.12(B)(5) MICROINVERTER BRANCH CIRCUITS SHALL BE CONNECTED TO A SINGLE OCPD IN ACCORDANCE WITH THEIR INSTALLATION INSTRUCTIONS AND NEC690.9 DISCONNECTS AND OCPD NOTES:* ALL DISCONNECTING SWITCHES WILL BE CONFIGURED SO THAT ALL ENERGIZED CONDUCTORS WHEN DISCONNECT IS OPEN SHALL BE ON THE TERMINALS MARKED, "LINE SIDE" (TYPICALLY THE UPPER TERMINALS) ALL AC DISCONNECTS SHALL BE LABELED, LOCKABLE, OF VISIBLE BREAK TYPE SWITCH WITH EXTERNAL HANDLE AND ACCESSIBLE TO QUALIFIED UTILITY PERSONNEL. AC DISCONNECTS SHALL BE A "KNIFE BLADE" TYPE DISCONNECT. IF EXTERIOR, RATED TO NEMA 311 OR BETTER PER NEC110.28 ADDITIONALAC DISCONNECTS SHALL BE PROVIDED WHERE THE INVERTER IS NOTADJACENTTO THE UTILITY AC DISCONNECT, OR NOT WIHTIN SIGHTOF THE UTILITYAC DISCONNECT. 2017NEC 690.15(A) BOTH POSITIVE AND NEGATIVE PV CONDUCTORS REMAIN UNGROUNDED. THEREFORE, BOTH SHALL REMAIN OPEN WHERE A DISCONNECT IS REQUIRED IN COMPLIANCE WITH 2017NEC 690.15(D) ALL OCPD RATINGS AND TYPES SPECIFIED SHALL BE IN COMPLIANCE WITH AEC690.8, 690.9, 705.12AND 240. BOTH POSITIVE AND NEGATIVE DC PV CONDUCTORS ARE UNGROUNDED; BOTH REQUIRE OVERCURRENT PROTECTION IN COMPLIANCE WITH NEC 690.9 ARC FAULT (AFCI) DC CIRCUIT PROTECTION IS REQUIRED FOR ALL PV SYSTEMS ON OR PENETRATING A BUILDING WITH A MAXIMUM SYSTEM VOLTAGE OF 80 VOLTS OR GREATER. ALL DC PV CIRCUITS INSTALLED IN OR ON BUILDINGS WILL BE ARC -FAULT CIRCUIT PROTECTED IN COMPLIANCE WITH NEC 690.11, UL1699B AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 1699 (B). WIRING & CONDUIT NOTES:* ALL CONDUIT AND CONDUCTORS SHALL BE APPROVED FOR THEIR INTENDED PURPOSE INCLUDING WET LOCATIONS AND EXPOSED TO SUNLIGHT. CONDUIT AND CONDUCTOR SIZE SPECIFICATIONS ARE BASED ON THE MINIMUM CODE REQUIREMENTS AND ARE NOT LIMITED TO UP SIZING. ALL CONDUCTORS SHALL BE SIZED IN COMPLIANCE WITH NEC 690.8, NEC 690.7. ALL CONDUCTORS SHALL BE DERATED AS APPLICABLE TO THEIR RESPECTIVE ENVIRONMENT INCLUDING DIRECT SUNLIGHT IN ACCORDANCE WITH 2O17NEC 310.15(B)(3)(4)(c) EXPOSED UNGROUNDED DC PV SOURCE AND OUTPUT CIRCUITS SHALL USE CONDUCTORS LISTED AND IDENTIFIED AS PHOTOVOLTAIC (PV) WIRE IN COMPLIANCE 2017NEC 690.31(C)(1). PV MODULES WIRE LEADS SHALL BE LISTED FOR USE WITH UNGROUNDED SYSTEMS IN COMPLIANCE WITH 2O17NEC 690.4(B) PV WIRE BLACK WIRE MAY BE FIELD -MARKED WHITE IN COMPLIANCE WITH NEC200.6 (A)(6). PV MODULE CONDUCTORS LOCATED UNDER ARRAYS WILL BE SECURED IN A WORKMANLIKE MANNER IN COMPLIANCE WITH NEC110.12. WATERPROOFING:* ALL NEW ROOFTOP PENETRATIONS SHALL BE SEALED AND MADE WEATHER TIGHT WITH APPROVED CHEMICAL SEALANT AND FLASHINGS WHERE REQUIRED PER CODE AND GENERAL BUILDING AND ROOFING WORKMANSHIP STANDARDS BY A LICENSED CONTRACTOR. ALL EXTERIOR ELECTRICAL EQUIPMENT, SHALL BE NEMA 3R OR BETTER RATED. ALL EXTERIOR CONDUIT AND CONNECTORS SHALL BE RATED FOR WET LOCATIONS. *ALL NOTES ARE AS APPLICABLE TO THIS PROJECT. DISREGARD ANY NOTES THAT DO NOT APPLY TO THIS PROJECT. C- w Lu a O W U_ CA_ J W m N W 0 HN p o 0 > w cr Ln Lu O z J a LLJ z LLJ r-1 O i z �p fV M L Ln v) O w N Ln w Lu Z o 1= °C a `n z O 0 a a a cq N N a�-I LLn � 0 rn N x rn .T 6 OFLu wo o rv.• 0 i 0 SHEET: . .....i'r.. .fir.... N " ES�R.E1T $ CONFLICT WITH I,yc. a. r r ZONING OI'61NANCE. CITY AP'PRftvi'- EE KE ON THE 'E•1MES L DATE: _ BY: c �\j s BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST BE APPROVED PV AC DISCONNECT LOCATED ON ACCESSIBLE EXTERIOR WALL WITH EXTERNAL HANDLE VISIBLE, LOCKABLE & LABELED WITHIN 10 FEET OF THE METER NOTE: ALL ELECTRICAL LAYOUT DETAILS ON SHEET E-100 ESI ID: 10443720006191726 CITY 16 PEIMAR SG315M (BF) MODULES QTY 1 SolarEdge SE5000H-US (240V) INVERTER JONAL Wyssling Consulting Firm No. 20109 NORTH 2015 IFC ROOF ACCESS REQUIREMENTS THE FOLLOWING INFORMATION INDICATES THE REQUIRED ROOFTOP CLEARANCES FOR PANELS/ARRAYS INSTALLED ON RESIDENTIAL Q BUILDINGS WITH SLOPES GREATER THAN 2:12: ROOF ACCESS POINTS - ROOF ACCESS POINTS SHALL BE LOCATED IN AREAS THAT DO NOT REQUIRE THE PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS WINDOWS OR DOORS, AND LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION IN LOCATIONS WHERE 2 >- THE ACCESS POINT DOES NOTCONFLICT WITH OVERHEAD c OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES OR SIGNS. Lu D- ac HIP ROOF LAYOUTS - PAN ELS/MODULES oc OLL INSTALLED ON RESIDENTIAL BUILDINGS WITH HIP ROOF LAYOUTS Lu SHALL BE LOCATED IN A MANNER THAT PROVIDES A 3-FOOT-WIDE H F- CLEAR ACCESS PATHWAY FROM THE EAVE TO THE RIDGE ON EACH W ROOF SLOPE WHERE PANELS/MODULES ARE LOCATED. THE ACCESS LU m PATHWAY SHALL BE LOCATED AT A STRUCTURALLY STRONG LOCATION LU a. ON THE BUILDING CAPABLE OF SUPPORTING THE LIVE LOAD OF FIRE w of FIGHTERS ACCESSING THE ROOF. SINGLE RIDGE - PANELS/MODULES INSTALLED ON RESIDENTIAL N LL! O BUILDINGS WITH A SINGLE RIDGE SHALL BE LOCATED IN A MANNER F- 4 Q O THAT PROVIDES TWO, 3-FOOT-WIDE ACCESS PATHWAYS FROM THE n EAVE TO THE RIDGE ON EACH ROOF SLOPE WHERE PANELS/MODULES ARE LOCATED. O HIPS AND VALLEYS - PANELS/MODULES INSTALLED ON RESIDENTIAL I BUILDINGS WITH ROOF HIPS AND VALLEYS SHALL BE LOCATED NO w a CLOSER THAN 18 INCHES TO A HIP OR A VALLEY WHERE PANELS/MODULES ARE TO BE PLACED ON BOTH SIDES OF A HIP OR VALLEY. WHERE PANELS ARE TO BE LOCATED ON ONLY ONE SIDE OF A HIP OR VALLEY THAT IS OF EQUAL LENGTH, THE PANELS SHALL BE PERMITTED TO BE PLACED DIRECTLY ADJACENT TO THE HIP OR VALLEY. RESIDENTIAL BUILDING SMOKE VENTILATION -PANELS/MODULES INSTALLED ON RESIDENTIAL BUILDINGS SHALL BE LOCATED NO HIGHER THAN 3 FEET BELOW THE RIDGE IN ORDER TO ALLOW FOR FIRE Ln DEPARTMENT SMOKE VENTILATION OPERATIONS. z SEE HATCH DEFINITION BELOW Q J d *NOTE: DESIGNATION OF RIDGE, HIP, AND VALLEY DOES NOT V APPLYTO ROOFS WITH 2:12 OR LESS PITCH.Ln Q PV SITE LAYOUT LEGEND O SECTION PV ARRAY TAG ® ROOFACCESSPOINT SITE ACCESS > 0 J C 1 MODDIO E GROUP ® GATE ACCESS O 2 v3 v tZ Y N CL AZIMUTH AND TILT TABLE N f° en L Ln SECTION # AZIMUTH ROOF PITCH / TILT SECTION-1 180 45° o Lw N H [ SECTION-2 270 30.3 a 0 W � UJ °C z "' zooa a I f Q Q N ct N I L, NALn IC* I IU N cn ICA W m n CITY OF nRAPEVINt- J o00 59 � EI�� Cep ►ISTRUI _ )� ROOF REFERENCE SQUAREFOOTAGE I p L0 M�ONSFWOF 3007 OF: N SECTION71 A.qF� nn - MQJ AUTHORIZE ANY 1ObORK IN SPCTION-2 1ITI-I THI; W. 11W—m CODE OR ZONI.49 ORDINANCE. f.T.� A rf-n MI AKIO 'fin SE.-CEPT ON THEJOI3 b1ItA1 ALLTip S I TOTAL PERCENTAGE 9.31% EXI1(FDIMEN IONAR PY: ONFIRM ALL DIM!@NSIIDM14TION DIVISION: _ E DOES NOT APPLY TO CONSTfWCTION SCALI=A:AlW1f19 R!aHT-OF� WAY. .-.� r,� ...�1,r5r» rrrl ALL CHANGES MUST t C3�FiT r rtiv v �v 9'-91, ,. ~� r � 1 i � 18'-9%4,t ESI ID: 10443720006191726 QTY 16 PEIMAR SG315M (BF) MODULES QTY 1 SolarEdge SE5000H-US (240V) INVERTER NORTH SHEET NOTES A. FOR MANUFACTURED PLATED WOOD TRUSSES AT SLOPES OF FLAT TO 12:12, THE HORIZONTAL ANCHOR SPACING SHALL NOT O EXCEED 6'-0"AN D ANCHORS IN ADJACENT ROWS SHALL BE STAGGERED. UNLESS NOTED OTHERWISE PER RACKING MANUFACTURER CERTIFIED ENGINEERED PRODUCT AND LOCAL REQUIREMENTS. H /V11 W d 7 L B. ANCHORS ARE ALSO KNOWN AS "STAND-OFFS," "MOUNTS;'ot OR "STANCHIONS." HORIZONTAL ANCHOR SPACING IS ALSO O Y KNOWN AS "CROSS -SLOPE" OR "EAST -WEST" ANCHOR Lu LL V1 V SPACING. MAXIMUM HORIZONTAL ANCHOR SPACING SHOWN Q — Q IN DETAIL. UNLESS NOTED OTHERWISE PER RACKING on cc MANUFACTURER CERTIFIED ENGINEERED PRODUCTAND LLJ LOCAL REQUIREMENTS. SEE "TABLE OF DIMENSIONS" EACH SECTION DETAILED FOR r 1 HORIZONTAL ANCHOR SPACING. N w ON C. SEE SHEETS-200 FOR SPECIFIC RACKING COMPONENT C) MANUFACTURERS. \ O o r—I I > LU PV RACKING LEGEND z 1 ROOF RACKING RAIL 0 ROOF RACKING RAIL SPLICE ROOF RACKING SECTION PV ARRAY TAG l STANCHION W/ SECTION p (n RETRO FIT FLASHING 1 MODULE GROUP Z * DETAILS IN TOP VIEW EXISTING ROOF CONSTRUCTION U COMPONENT TYPE Q U) ROOF STRUCTURAL ER CONSTRUCTION Rafter - Strut to Walls Below 24" O.C. O a FRAMING INFO 2"x6" @ 24" MAX OC > m O ROOFING COVERING Comp Shingle RACKING MAX PSF 2.87 PSF Q i^ — 3: RACKING BILL OF MATERIALS (BOM) _ -md N CL a. COMPONENT CITY MODEL LENGTH rn PV RAIL 1 Y PV RAIL SPUCE 1 O w Ln PVRAIL 2 O W d PV RAIL SPLICE 2 U1 Z a Q RAIL TO ROOF Q Q ATTACHMENT N -;t N �t�►1.ti��1 , U) (4 _4 Ln t0 1 r ` 00 Ql • J Ln w r I� PEVIN L_ ~ '� o 00 .. NSTM C CAN O p .• of , LL �i 26 �� F: N - �THORIZE AN'AYVORK IN CONrLIC;T W iT!d1 1 � �G CODE OR MING ORDINANCE. m WyS ;ITY r �,�fT S TO B KEPT ON THE JOB SIALL T1 ES * EXISTfNZi ROOF DIMENSIONS AMM�ROx_ f0 � CONFIRM ALL DII9FNSIONS SHOWIXTION DIVISIr)N: A, PLY TO CONS' RUCTIO— SCALEEAA�!t'F,Q•,@,_�+LJFE [@ 2C_A�GHT-C: F WAY. 1 STRUTS TO WALL(S) / RAFTER - PORTRAIT SCALE: NTS 2 2 ` IF BLOCKING REQUIRED --- -3�" 5-201 MIN SErBAc RISES ,Y K 1 PV1 I RISE r 3 i t 5-201 7 5 ,X 6 a' RIDGE BEAM DI ;pZ „ FRAMING RIDGE BEAM] i_�"= i D3 �DIAGONA-AN D/OR p2 - - VERTICAL ATTIC STRUTS ----- HS2 HS1 4=�OH11 i HORIZONTAL SPAN y HORIZONTAL SPAN VERIFY WALL OR BEAM BELOW ATTIC STRUT TABLE OF DIMENSIONS DIM COMPONENT DIMENSIONS DIM COMPONENT DIMENSIONS OH1 OVERHANG IN THIS AREA 1211 RI RIDGE BEAM DEPTH J RISE ROOF PITCH 45*, 30.3* R2 RAFTER DEPTH THIS AREA 611 HI PV MODULE HGT. ABOVE ROOF 3" - 6" TYP HS1 HORIZONTALSPAN MAX RAFTER SPAN 11'-9" MAX HS2 HORIZONTALSPAN UPSLOPE ANCHOR SPACING D1 RAIL OVERHANG 16.12" D3 STANCHION O.C. 32.5" �. D2 STANCHION O.C. 1 32.25" D4 I MIN./MAX. STANCHION O.C. 3 I EXPLODED STANCHION & FLASHING DETAIL .��e�Z���►I IRONRIDGE ASSY, CAPF BOLT LAG 5/16 X 4.75" 2.5" MIN EMBEDMENT WASHER, EPDM BACKED 0 11�T IN 1226 ilk , ffo,. Wyssling Consulting Firm No. 20109 IRONRIDGE ASSY, FLASHING STRUTS TO WALL(S) / RAFTER - LANDSCAPE 2 �j * IF BLOCKING REQUIRED �3 M _ 5-201 N -- - SE gACK � 1 PVI z I fS� vT d -DIAGO NAL AN D/OR VERTICAL ATTIC STRUTS T„___—__—_____ H52 "" HORIZONTALSPAN VERIFY WALL OR BEAM BELOW ATTIC STRUT If DIM COMPONENT OH1 OVERHANG IN THIS AREA RISE ROOF PITCH HI PV MODULE HGT. ABOVE ROOF MAX RAFTER SPAN D1 RAIL OVERHANG D2 STANCHION O.C. 4I k `p3 ------ ------- --- _ HS1 HORIZONTALSPAN TABLE OF DIMENSIONS DIMENSIONS DIM COMPONENT 12" RI RIDGE BEAM DEPTH 45°, 30.3° R2 RAFTER DEPTH THIS AREA 3" - 6" TYP HSI HORIZONTALSPAN 11'-9" MAX HS2 HORIZONTALSPAN UPSLOPE ANCHOR SPACING 9.75" D3 (STANCHION O.C. 19.5" D4 MIN./MAX. STANCHION O.C. STANCHION SPACING DETAIL 6-0" MAX L_. r - OF �1 L- SCALE: NTS DIMENSIONS 611 19.75" SCALE: NT (E) FRAMING @ 24" O.C. TYPICAL :L J SHEET NOTES Lin A. THESE NOTES APPLY TO RAFTER ROOF CONSTRUCTION. O B. THE ROOF STRUCTURE CONFORMED TO BUILDING CODE REQUIREMENTS ATTHE TIME IT WAS BUILT. C. THE ROOF SHEATHING IS AT LEAST 7/16" THICK ORIENTED I'_Q W STRAND BOARD OR PLYWOOD. IX SKIP SHEATHING IS J ACCEPTABLE. LU D. THE SOLAR ARRAY DISPLACES ROOF LIVE LOADS (TEMPORARY LU a z CONSTRUCTION LOADS) THATTHE ROOF WAS ORIGINALLY � O DESIGNED TO CARRY. W LLLn E. IFTHE ROOF COVERING IS SHINGLES; IT SHALL BE NO MORE Q H V THAN TWO LAYERS. (SHOWN) W 2 LU F. IF ROOF COVERING IS TILE; ITS ASINGLE LAYER. ALL TILES ON w PLANE OF PV COMPONENTS ARE SECURE. (NOTSHOWN IN DETAIL) N W CDN G. THE ROOF STRUCTURE IS STRUCTURALLY SOUND, WITHOUT F- � SIGNS OF ALTERATIONS OR SIGNIFICANT STRUCTURAL Q N O DETERIORATION OR SAGGING. 0 O cV H. THE PV MODULES ARE PARALLEL WITH TH E ROOF SURFACE. 1 I. THERE 15 A 2" TO 10" GAP BETWEEN UNDERSIDE OF MODULE > AND THE ROOF SURFACE. (SEE TABLE OF DIMENSIONS "H1") LU1. UPSLOPE ANCHOR SPACING MAY VARY FROM LISTED TABLES. STANCHIONS CAN BE PLACED NO CLOSER THAN 24" O.C. K. DETAILS SHOWN ARE A REPRESENTATION OF EXISTING ROOF CONDITIONS. ACTUAL FIELD CONDITIONS MAY VARY. DETAILS ARE SHOWN FOR DIAGRAM USE ONLY. REFER TO TABLES FOR DESIGN CRITERIA L. ALL PLUMBING AND ROOF VENTS SHALL NOT BE OBSTRUCTED Z BY PV MODULES AND EQUIPMENT. 4J M. CL _U � Q L�1 0 J O c S PV RACKING LEGEND > 0 a� 0 I ROOF RACKING RAIL H C O E__1 ROOF RACKING RAIL SPLICE N W ROOF RACKING SECTION PV ARRAY TAG L STANCHION W/ 1 SECTION # RETRO FIT FLASHING MODULE GROUP JY O LU W LU* DETAILS IN SECTION OR SIDE VIEW Z EXISTING ROOF CONSTRUCTION ui z o o a COMPONENT TYPE Q Q MEAN ROOF HGT MAX 251 ROOFING COVERING Comp Shingle Ln r4 .`-i Ln lD O) TABLE OF COMPONENTS N °v r� Hm ® COMPONENT _ r'Tv nr rr�irF 1 PVRAIL TYPE I� f' 00 2 14v'<7 LSbAiIP P R •�� 1 iilJ� TI�2 S 3 PVRAILTYPE2 NOT USED 00 L O 4 <Pjr5 610ETYPE2 PER RAIL MANUFPMR 5 ';TANCHION - FW,"gOtAI1THORIZE ANY V/aRK IN f,�:� "FLASHI{}G ; Inktu"; (.0DF OR ZONIN:�?RDINANCE. 7 MID CLAMP PER RAIL MANUFACTURER — 8 END CAA P Airs,U �. I�LJ"_I I ISO PT ON THE .JOB SITE AT ALL TIM.W DATE: _ BY: >. BUILDING INSPECTION DIVISION ` RELEASE DOES NOT APPLY TO CONSTRUCTION IW EASEMENTS OR PUBLIC RIGHT-OF_%.VAY. . I_r_ttsiit'•GC MUST R1' ❑l�RRC, 11lr:n r� - -- -- 1 3 STANCHION ATTACHMENT DETAIL SCALE: NTS 2 RAIL SPLICE DETAIL - HORIZONTAL RAIL (SCALE: NTS SHEET NOTES MODULE END e"-16 X 1" SS CLAMP SERRATED T-BOLT $" HEX FLANGE NUT _ FLASHINGS (E) BUILDING STRUCTURE (E) COMP SHINGLES ROOF COVERING ROOF SHEATHING 1. A MINIMUM OF (1) 5/16- DIAMETER LAG SCREWS WITH 2.5- EMBEDMENT INTO THE RAFTER USED, OR THE ANCHOR = FASTENER MUST MEET THE MANUFACTURER'S ENGINEERING. PV MODULE, 2. ADHERE TO RACKING MANUFACTURERS INSTALLATION BY OTHERS INSTRUCTIONS PERTAINING TO CANTILEVER. IRONRIDGE RAIL I r--,'ji- 1 IRONRIDGE FLASHFOOT2 �(W/INTEGRATED FLASHING) STAGGER STAN :HIONS WHERE POSSIBLE. f SEE SHEET "S-100" FOR: HORIZONTAL AMCHOR SPAN SPACING. (E) FRAMING TYPICAL SPACING VARIES 71 ALL ANCHOR LAGS TO BE MINIMUM 2-1/2" - ----- --- EMBEDMENT INTO FRAMING MEMBERS 1 L--J L--J L--J PV RACKING LEGEND J ROOF RACKING RAIL 2/3" OF TOTAL SPAN MAX / 0 ROOF RACKING RAIL SPLICE RAIL MANUFACTURER Pv ARRAY 1/3" OF TOTAL SPAN MAX RAIL SPLICE KIT STANCHION W/ ROOF RACKING SECTION SECTION # AG � 1 • MODULES SHOWN PORTRAIT IN EXAMPLE SEE S-100 / TABLE OF COMPONENTS" RETRO FIT FLASHING MODULE GROUP * DETAILS IN SECTION OR SIDE VIEW RAIL EXTENSION DETAIL SCALE: NTS 4 1 RAFTER HOLE AND CONSTRUCTION DETAIL 1 : i J! NOTE: WHERE FRAMING IS VISIBLE FROM ATTIC&/OR UNDERSIDE OF ROOF, E i F i VISUALLY REVIEW FRAMING TO VERIFY THAT NO SIGNIFICANT STRUCTURAL I 1 DECAY OR UN -REPAIRED FIRE DAMAGE EXISTS. —J L--J EXTENSION OF RAIL-, 1/3 RAIL OR STRUT ' CANT. CONNECTIONS TO MEET MAX -- WEIGHT REQ. OF EQUIPMENT 1 ROOFTOP ;'_' _J CONDUIT •. DCB AN D/OR DC COMPONENT+ l r- 2" FROM SIDE 211 —J OF MODULE * MODULES SHOWN PORTRAIT IN EXAMPLE ** RAILING SHOWING IN VERTICAL IN EXAMPLE r , RIDGE BEAM- I Q' f RIDGE SAG IN INCHES NOTTO EXCEED RIDGE LENGTH IN FEET DIVIDED BY 20 NOTCHES DEEPER THAN 1/4" NOT ALLOWED ALONG TOP OR 114 BOTTOM EDGE OF FRAMING MID oLF HALF p ED ONCY _ FFRA>�,., -N I -------------LJ___-_-. __._----------__-----____________________ -------------------- -- ------ FRAMING SAG IN INCHES NOT VERIFY THAT NO TO EXCEED FRAMING LENGTH IN FEET DIVIDED BY 20 SCALE: NTS 114 DIAGONAL AN D/OR VERTICAL ATTIC/FRAMING STRUT MEMBERS -HOLES ALLOWED ONLY IN MIDDLE THIRD ARE CUT OR NOTCHED OF FRAMING DEPTH, *R2, AND NO LARGER D i D i THAN *R2/4 IN DIAMETER. MINIMUM I = I I 1 SPACING BETWEEN HOLES AT *R2 -J L--J *SEE DETAILS "1-2/5200"TABLE OF DIMENSIONS (n _I a Lu 0 � Z Lu W 2 a oc = LuOLL V Lu J m LU CC Ln Q N W 0 N 00 � o N I LLI cn z a J a Q Ln Ln SOD J N O c OJ o `u a M N M 3L� N CA O Lu H LU LU Z o �oc�a `^ z O 0 ¢ N N -I In r-I a; LD O1 rlJ 4-1 .�P.$JR,- �.''- 00 STRIJC Id . ri ;••+ - PUT RIZE AIRY -WORK IN CuNr �jr4►o,.,t,e 26 �u.�j E OR ZO4G ORDINANCE. Ids,. �$ CITY NS TO BE KEPT ON 11� SSIIn ALL TI ES Y ` " _+��� DATE: Firm No. 20109 BY: BUILDING INSPECTION DIVIS ON: RELEASE DOES NOT APPLY TO CONSI RUCTION - EASEMENTS OR PUBLIC RIGHT,OF-WAY. ,' PV MODULE #1 SPECIFICATIONS DC COMBINER / DISCONNECT #1 MANUFACTURER PEIMAR + MANUFACTURER MODEL NUMBER SG315M (BF) I MODELNUMBER I WEIGHT 39.7 llbs OCPD (DISCONNECT TYPE) DIMENSIONS 64.5 x 39 x 1.57 O x W" x D"/THICK WEIGHT Ibs I PEAK POWER @ STC (Pmax) 315 WATTS I NEMA RATING I Voc (OPEN -CIRCUIT VOLTAGE) 40.93 VOLTS DC LOCATION OF COMPONENT Vmp (MAX -POWER VOLTAGE) 33 VOLTS DC I DC INPUT isc (SHORT-CIRCUIT CURRENT) 9.82 AMPS I SERIES FUSE RATING FOR PV MODULES AMPS (OCPD) imp (OPERATING CURRENT) 9.57 AMPS QUANTITY OF PV SOURCE CIRCUITS QTY MFR. Voc TEMP COEFFICIENT -0.32 wyi< + MAX PV MODULE Voc VOLTS DC I MAX SERIES FUSE RATING 20.0 AMPS MAX # OF MODULES IN CIRCUIT CITY TEMP. CORRECTED Voc 45.43 VOLTS DC I MAX ALLOWED INPUTVOLTAGE VOLTS DC MAX INPUT FUSE/BREAKER RATING AMPS DC/DC OPTIMIZER (IF APPL.) DC OUTPUT y MANUFACTURER i SolarEd�eTechnoloI-, ( MAXCIRCUIT0UTPUTCURRENT (AMPS I MAX CONT. OUTPUT CURRENT TAMPS MODELNUMBER P320 Single -HD (240V) WEIGHT 1.7 ibs I DC COMBINER / DISCONNECT #2 (IF APPL.) RATED OUTPUT isc 15 AMPS I I MANUFACTURER I MAX OUTPUT VOLTAGE 60 VOLTS I MODELNUMBER MAX INPUT VOLTAGE Voc 48 VOLTS OCPD (DISCONNECT TYPE) I. WEIGHT Ibs J NEMA RATING J LOCATION OF COMPONENT DC INPUT SERIES FUSE RATING FOR PV MODULES AMPS (OCPD) ` OF TF 14 QUANTITY OF PV SOURCE CIRCUITS QTY ......... MAX PV MODULE Voc VOLTS DC t MAX # OF MODULES IN CIRCUIT CITY I MAX ALLOWED INPUT VOLTAGE VOLTS DC i4 •` !N MAX INPUT FUSE/BREAKER RATING AMPS . • • ••••••• ••_••• DC OUTPUT 1228 ' +�� MAX CIRCUIT OUTPUT CURRENT! AMPS :/C� MAXCONT.OUTPUTCURRENT AMPS x$�•Q•'�(w� Wyssling Consulting Firm No. 20109 I DC COMBINER / DISCONNECT #3 (IF APPL.) MANUFACTURER MODEL NUMBER OCPD (DISCONNECT TYPE) l WEIGHT Ibs NEMA RATING LOCATION OF COMPONENT DC INPUT SERIES FUSE RATING FOR PV MODULES AMPS (OCPD) QUANTITY OF PV SOURCE CIRCUITS QTY MAX PV MODULE Voc VOLTS DC MAX #OF MODULES IN CIRCUIT QTY I MAX ALLOWED INPUTVOLTAGE VOLTS DC I MAX INPUT FUSE/BREAKER RATING AMPS J I DC OUTPUT MAX CIRCUIT OUTPUT CURRENT 1 CAMPS MAX CONT. OUTPUT CURRENT DAMPS ` PV SYSTEM MAXIMUM VOLTAGE ( MODULE VOCMAX) DATA SOURCE SOLARABCS.ORG/ABOUT/PUBLICATIONS/REPORTS/ EXPEDITED-PERMIT/MAP/ EXTREME MIN. STC MFR. PMAxTEMP CORRECTED TEMPERATURE CORRECTED MODULEVoc CORRECTED TEMPERATURE TEMP. [-C ] COEFFICIENT FORMULA TEMP. TEMPERATURE [VDC] OPEN CIRCUIT [,C] [_0.#%/C] - 100 COEFFICIENT VOLTAGE -9 - 25 = -34 * -0.32% = 0.11 + 1 1.11 * 40.93 = 45.43 STRING INVERTER #1 SPECIFICATIONS MANUFACTURER SolarEd$e MODELNUMBER SE5000H-US (240V) QUANTITY 1 INVERTER(S) NOMINAL POWER RATING 5000 WATT AC WEIGHT 25.1 Ibs. DCINPUT Max INPUT DC VOLTAGE 480 VOLTS DC Min. MPPT VOLTAGE RANGE 380 VOLTS DC Max. MPPT VOLTAGE RANGE 480 VOLTS DC Max INPUT CURRENT 13.5 AMPS MPPT QTY N/A INTEGRATED DC DISCONNECT YES COMPLY WIN EC 690.17 INTEGRATED AC DISCONNECT NO AC OUTPUT NOMINAL VOLTAGE OUTPUT 240 VOLTS AC MAX. AC APPARENT POWER 5000 WATTS MAX OVERCURRENT PROTECTION (OCPD) 30 AMPS MAX. OUTPUT CURRENT 21 AMPS - MAX STRING INVERTER #2 SPECIFICATIONS (IF APPL.) MANUFACTURER MODELNUMBER QUANTITY INVERTER(S) NOMINAL POWER RATING WATT AC WEIGHT Ibs. DC INPUT Max INPUT DC VOLTAGE VOLTS DC Min. MPPT VOLTAGE RANGE VOLTS DC Max. MPPT VOLTAGE RANGE VOLTS DC Max INPUT CURRENT AMPS MPPT QTY INTEGRATED DC DISCONNECT COMPLY W/NEC 690.17 INTEGRATED AC DISCONNECT AC OUTPUT NOMINALVOLTAGE OUTPUT VOLTS AC MAX. AC APPARENT POWER WATTS MAX OVERCURRENT PROTECTION (OCPD) AMPS MAX. OUTPUT CURRENT AMPS - MAX AC COMBINER #1 (SOLAR LOAD CENTER) MANUFACTURER MODELNUMBER RATED OPERATIONAL VOLTAGE VOLTS RATED CURRENT AMPS NUMBER OF POLES P NEMA RATING MAIN BREAKER SIZE AMPS TOTAL INPUTCURRENT AMPS NUMBER OF BRANCH CIRCUITS CIRCUITS AC COMBINER #2 (SOLAR LOAD CENTER) MANUFACTURER MODELNUMBER RATED OPERATIONAL VOLTAGE VOLTS RATED CURRENT AMPS NUMBER OF POLES P NEMA RATING MAIN BREAKER SIZE AMPS TOTAL INPUT CURRENT AMPS NUMBER OF BRANCH CIRCUITS CIRCUITS AC DISCONNECT #1 (IF APPL.) ,,, MANUFACTURER Eaton z O MODEL NUMBER DG221NRB QUANTITY 1 IAC DISCO.(S) Q DISCONNECT DEVICE TYPE FUSIBLE J RATED OPERATIONAL VOLTAGE 240 VOLTS F= V RATED CURRENT 30 AMPS J NUMBER OF POLES 2 P a V NEMA RATING 311 W FUSE RATING 30 AMPS Lu OLL TOTAL INPUT CURRENT 21 AMPS < JM UJI W f AC DISCONNECT #2 (IF APPL.) I� N I MANUFACTURER N LU 0 MODELNUMBER ` QUANTITY IAC DISCO.(S) p� \ O DISCONNECT DEVICE TYPE 0 RATED OPERATIONAL VOLTAGE VOLTS F LLI RATED CURRENT AMPS > NUMBER OF POLES P OWC NEMA RATING FUSE RATING AMPS TOTAL INPUT CURRENT AMPS AC SUB -PAN EL #1 (IF APPL.) un z NEW OR EXISTING Q MAKE / MODEL 11 TYPE OF PANEL Lj r-I NUMBER OF POLES P Q Ln NEMA RATING J BUSS BAR RATING AMPS O M SUB -PAN EL MAIN BREAKER AMPS Q O N MAIN SERVICE PANEL P.O.C. BREAKER AMPS O In 2 SUM OF EXISTING CIRCUIT BREAKERS AMPS =YNIz W MAX ALLOWABLE SOLAR CURRENT AMPS 0- nS C14 M I PV BACKFEED BREAKER #1 AMPS (Imax) cn Ln PV BACKFEED BREAKER #2 AMPS (Imax) PV BACKFEED BREAKER #3 AMPS (Imax) LU LA w Ln w PV BACKFEED BREAKER #4 AMPS (Imax) Q p a Z Q I Q Q I MAIN SERVICE PANEL (IF APPL.) 1 NEW OR EXISTING EXISTING I ELECTRICAL SERVICE 120/240V Sinr,le Phase � `� kD `" cD 01 BUSS BAR RATED CURRENT 200 AMPS N +�+ n u1 MAIN BREAKER RATED CURRENT 200 AMPS 23 V H SUM OF EXISTING CIRCUIT BREAKERS 11'AMMP�P,S� LU � r r, MAX ALLOWABLE SOLAR CURRENT 100% 00 MAX ALLOWABLE SOLA U"E PV BACKFEED BRLAKEI I ^ Ai17fp max `O PV BACKFEEDBRFAKER#2 MLS(Imax) N — PV BAC•.FE:ED BR� "I ATE �n�'�Id WORK IN i FIG4�KFEEE3BfEER wo �, ,f n hlr r-rl;r WNG ORDINANCE. IALT. ENERGY B8AbhKERjiPA9PLJ'- XWSjImaxxj' 1p I I CITY APPROVED PLANS TO E3 KEPT ON THE JOB SITE AT ALL 1' ES DATE: BY: BUILDING INSPECTION DEVCE ION: RELEASE DOES NOT APPLY TO COM PTRUCT1011 EASEMENTS OR PUBLIC RIGHT-OF-WAY. / ALL CHANGES MUST BE APPROVED WIRE AND CONDUCTOR NOTES WIRE COLOR CODING (2017) CEC/NEC SECTIONS 250.119 & 200.6 u 1. ANY CONDUCTOR LENGTH UNDER SO'DOESN'T REQUIRE VOLTAGE DROP CALCULATIONS PV DC WIRING AC WIRING J 2. BECAUSE WE ARE UNABLE TO DETERMINE THE EXACT PATH THE INSTALLER WILL RUN CONDUCTORS; WORST CASE SCENARIOS, ROUNDING UP SIZES OF CONDUCTORS THATARE EQUIPMENT GROUND GREEN OR BARE, OR GREENIYELLOW EQUIPMENTGROUND GREEN OR BARE, OR GREEN/YELLOW V 3. DEEMED QUESTIONABLE TO PREVENT ISSUES RELATED TO USING CONDUCTORS THAT ARE IMPROPERLY SIZED. WIRING METHODS IN THESE CALCULATIONS DON'T EXCEED 1000 VOLTS GROUNDED CONDUCTOR. TYPICALLY NEGATIVE WHITE OR GRAY GROUNDED CONDUCTOR WHITE OR GRAY Q 4. CEC/NEC 310.15(A)(2) (AS APPLICABLE) WHERE TWO DIFFERENT AMPACITIES APPLY TO ADJACENT PORTIONS OF A CIRCUIT, THE HIGHER AMPACITY SHALL BE PERMITTED TO BE (NEUTRAL) USED BEYOND THE POINT OF TRANSITION, A DISTANCE EQUAL TO 10'-0" (3 METERS) OR 10%OF THE CIRCUIT LENGTH FIGURED AT THE HIGHER AMPACITY, WHICHEVER IS LESS. ANY COLOR OTHER THAN GREEN OR WHITE/GRAY ANY COLOR OTHER THAN GREEN OR WHITE/GRAY ALLOWED. (_- z WHEN LESS THAN 10'-0" OR 10%OF THE CIRCUIT LENGTH; THE LESSERAMPACITY MAY BE USED. UNGROUNDED CONDUCTOR(S). UNGROUNDED O TYPICALLY POSITIVE CONVENTION IS RED FOR GROUNDED SYSTEMS CONDUCTOR(S) HOT: CONVENTION IS Ll BLACK V RED (+)AND BLACK (-) FOR UNGROUNDED SYSTEMS L1 AND L2 CONVENTION IS L2 RED 0- in ix z O Q DC WIRE AND CONDUIT SIZING CHART [SEE SHEET E-003 FOR THREE LINE DIAGRAM] w LULU CONDUCTOR REQUIRED CON CONDUITFILL DUCTORAMPACITY CONDUCTOR TEMPERATURE DERATING CORRECTED AMPACITY CALCULATION AMPACITYCHECK SPECIFICATIONS CIRCUIT CIRCUIT DEEBATING TAG QT, IN TEMP AMPACITY ISC (AMPS) #OF MAX CONT. ORIGIN DESTINATION PARALLEL TRADE OR COMBINED REQUIRED CIRCUIT AMBIENT HGT. TEMP. I OPERAT. AMPACITY # OF AMPACITY I ADDER PER CORRECTION CORRECTION COND. TEMP. CONDUIT CORRECTED REQUIRED CORRECTED ry w O RATING @ 30°C X X CURRENT X OPERATION - & (°C) SIZE PER 310.16 COMPONENT PARALLEL 690.8 (A)(1) 690.8 (BJ(1) AMPACITY ENVIRONMENT TEMP. ABOVE TEMP UNGRND. (°C) ROOF (in) 310.15 (°C) 310.15 COND. 310.15 X AMPACITY DEBATING X FILL - < DEBATING AMPACITY AMPACITY AMPACITY cV Q ^ ( v MATERIAL (AMPS) STRINGS (B)(2)(t) (B)(2)(a) (B)(3)(a) p ` 0 DCl PVMODULE DC/DCCONVERTER (1)CU 90 AWE 30 9.82 X 1 X 1.25 X 1.25 = 15.34 ROOFTOP 39 0.5"-3.5" 22 61 0.65 2 N/A 30 X 0.65 X 1.0 = 19.5 15.34 < 19.5 O 0 #10 LI..I DC2 DC/DCCONVERTER JUNCTION BOX = (1) CU 90 AWG 40 15 X 1 X 1 X 1.25 18.75 ROOFTOP 39 0.5" -3.5" 22 61 0.65 2 N/A 40 X 0.65 _ X 1.0 - 26 18.75 < 26 #10 1 DC3 JUNCTION BOX INVERTER (1) CU 90 40 15 X 1 X 1 X 1.25 = 18.75 ATTIC 39 IN ATTIC 22 61 0.65 AWG DC4 X X X = jI DC5 j X X X fDC6 X X X = DC7 X X X = DC8 X X X = 2 1.0 j 40 X 0.65 X 1.0 = 26 X X = uJ 18.75 < 26 N z Q J a _V Q Ln F- �pp J lD 0 -a J O o v H O � O _� c r Y (D (D d N a �p N m I.n C7 Y N V) O W N AC WIRE AND CONDUIT SIZING CHART [SEE SHEET E-003 FOR THREE LINE DIAGRAM] Irlrm f 4a-. zU U9 - z a a a CONDUCTOR REQUIRED CONDUCTOR if CONDUIT FILL JI CONDUCTOR TEMPERATURE DEBATING CORRECTED AMPACITY CALCULATION AMPACITY CHECK N tD P, SPECIFICATIONS AMPACITY CIRCUIT DEBATING r-ILO a, TAG CIRCUITORIGIN MAXINV.OUTPUT ! TEMP. AMPACITY AMPACITY 00 N n DESTINATION CITY IN TEMP TRADE AMPACITY CONT. CURRENT (AMPS) REQUIRED CIRCUIT AMBIENT HGT. ADDER PER OPERAT. CORRECTION #OF CORRECTION COND. TEMP. CONDUIT CORRECTED REQUIRED CORRECTED N Ln N X CM PARALLEL RATING @ 30°C OPERATION X OR = TEMP. ABOVE UNGRND. X X FILL - < � MATERIAL (°C) SIZE PER 310.16 690.8 (B)(1) COMPONENT AMPACITY ENVIRONMENT ('C) ROOF (in) 310.15 TEMP. (°C) 310.15 COND. 310.15 AMPACITY DERATING DEBATING AMPACITY AMPACITY AMPACITY V N (AMPS) (Bl(zlk) (BI(211a) (B)(3)(a) c j�AC1 INVERTER AC DISCONNECT (1) CU 75 #10 35 1.25 X 21.0 = 26.2 + INT/EXT WALL 39 N/A 0 39 0.88 3 1.0 35 X 0.88 X 1.0 - 30.8 2 0 AWG I� �-CC,IT'CCC3n�C_ R�1PE�IN��-^�--: 3 AC2 AC DISCONNECT EXISTING SERVICE PANEL (1) CU 75 #10 35 1.25 X 21.0 = 26.2 INT/EXT WALL 39 N/A 0 39 0.88 3 1.0 35 X 0.88 X REL E kSED FOR I�,TF U ,',n6, N AWG f r-I AC3 X X = X - N �N�F'"• < J'1G• AC4 X _ X x RELE:,gI_ DOES NOT AUTO.ORIZE A(_ WORK IN Acs X 1 x X JU I VVITI-I [HE 80 LDING C� DE OR ZC 5NG ORDWANCH. = _ V1 AC6 X = X TY AFIFROVE'b PLANS TO BYKEPT ON AC7 x = X x THE JOB SITE AT ALL 1-jpES AC8 X = - X X = < m 1 Ac9 x = x x =EIUILDINC:, INSPEC'F ON DIVIGION: °I l AC10 x = I X X RELEAS c ?DES N lT APPLY TO CON: TRUCTIC]iWil� GA C('�AI=hrTC` i'l i7 Ol ICt I,'^ C3 #!'�L17 !1C LM1lA4 ALL CHANGES MUST BE APPROVED X X X X X = X X = Wyssling Consulting �� ---- E4- ----- i I I l o DC1 I I oc I MODULES 116 I I I I I � I MODULE NAMEPLATE I I I I I RATING 31SW II I I I I I I II I I I I I I I I I I I II I I I I I I I I I DC2 I I I I I I I I G I I I I I I I I I I I I I I I I I I I I I EQUIPMENTTABLE STRING MODULEQTY 1 16 TAG I CITY COMPONENT I 1 16 PV MODULES PEIMAR SG315M (BF) 2 16 DC/DC OPTIMIZER P320 Single -HD (240V) 3 N/A DC DISCONNECT INTEGRATED IN INV 4 0 DC COMBINER BOX S 2 JUNCTION BOX Soladeck0760-41AD INVERTER # LEGEND INV 1 DC# DCCONDUCTORTAG /1\ EQUIPMENTTAG A # ACCONDUCTORTAG GND GROUND CONDUCTOR TAG ELECTRICAL NOTES 6 N/A RAPID SHUTDOWN INTEGRATED IN INV & OPT — UNGROUNDED PV SYSTEMS: -INVERTERS, MODULES, AND DC COMPONENTS MUST BE LISTED 7 i 1 AC/DC INVERTER SalarEdge SE5000H-US (240V) BACK -FEED SOLAR BREAKER: N/A FOR USE IN UNGROUNDED SYSTEMS, TYPICALLY 8 j 0 AC/DC INVERTER W/ INTE AC DISC — TRANSFORMER -LESS (TL) 9 0 AC DISCONNECT (INDEPENDENT) CONDUCTOR TABLE CONDUIT TABLE •OCPD'S WHERE NECESSARY MUST HAVE DISCONNECTING MEANS. • PV SOURCE CIRCUITS MUST BE EITHER PV WIRE AND LISTED FOR 10 0 ISOLAR LOAD CENTER TAG QTY• SIZE I TYPE GROUND SIZE TYPE WET LOCATIONS OR JACKETED MULTI -CONDUCTOR CABLES �11 0 PROD/GENERATION METER DC1 2 #12 AWG PV Wire #6AWG N/A Open Air INSTALLED IN RACEWAY. -THE AC SIDE IS STILL GROUNDED ON THE NEUTRAL CONDUCTOR. 12 I 0 ISUB PANEL DC2 3 #10AWG PV Wire #6 AWG N/A Open Air 13 1 AC DISCONNECT (FUSIBLE) Eaton DG221NRB� DC3 I 3 #10 AWG THWN-2 #6 AWG 1/2 inch EMT •REQUIRE EQUIPMENT GROUNDING BUT DOES NOT HAVE SYSTEM GROUNDING; NO DC CURRENT -CARRYING CONDUCTOR IS 14 0 NEW MAIN SERVICE PANEL I DC4 CONNECTED TO GROUND. THESE CONDUCTORS ARE COLOR 15 1 EXISTING MAIN SERVICE PANEL 200A BUS/200A MB DCS I CODED DIFFERENTLY THAN GROUNDED PV SYSTEMS. AC/DC ELECTRICAL NOTES: F 16 1 EXISTING UTILITY METER 120/240V - lm DC6 I •ALL OVERCURRENT PROTECTION DEVICES (OCPDs) MUST BE NOTE: EQUIP TAGS MAY NOT BE IN SEQUENTIAL ORDER, N/A USED l DC7 RATED FOR 600 VOLTS ON THE DC / PV POWER SIDE SEE SHEET E-001 FOR ADDITIONAL ELECTRICAL SPECIFICATIONS p[g OF THE INVERTER. •EXTERIOR ENCLOSURES TO BE NEMA TYPE 311 OR BETTER. ACl 4 010AWG THWN-2'#6AWG 1/2inch EMT -ALL CONDUITANDCONDUIT CONNECTIONS SHALL BERATED AC2 4 #30 AWG THWN-2 #6 AWG 1/2 inch EMT FOR WET AND DAMP LOCATIONS WHEN APPLICABLE. INTERCONNECTION NOTES: AC3 •705.12(B)(4) CIRCUIT BREAKERS MUST BE SUITABLE FOR AC4 I I BACKFEEDING. NEC INFORMATIONAL NOTE: �A�C6 FUSED DISCONNECTS, UNLESS OTHERWISE MARKED, ARE SUITABLE FOR BACKFEEDING. 1 •690.13(F)(2) DEVICES MARKED WITH "UNE" AND "LOAD" SHALL I AC7 I NOT BE PERMITTED FOR BACKFEEDOR REVERSE CURRENT ESI ID: 10443720006191726 I I I I I AC DISCONNECT LOCATED ON ACCESSIBLE r — I I I EXTERIOR WALL WITHIN 10 FEET OF METER I I I I I _- I I I I r• • I I I I f�.•. 15 — I I I I I MAIN C/B BUS I I I I I I I RATING RATING I I I AC DISCONNECT NAMEPLATE I 200A 200A I I I INVERTER NAMEPLATE RATING 3OA/240V I I I IJ RATING 5000W/240V FUSE RATING 30A I I I I I n 1 I I 3 6 13_� �♦ 1 I I II AC2 � � �r•S �� I I 3 —DC L I I ACtiC ----- ----- -L2 2------------ ----------• -� i I ----[-- - - - - - - ---------D- G - - - - - _ L — — J •705.12(B)(5) CIRCUIT BREAKERS BACK FEED FROM UTILITY INTERACTIVE INVERTERS (ANTI-ISLANDING, UL 1741 CERTIFIED) • NO CENTER -FED MAIN BREAKER. PANEL CONFIGURED PER CEC/NEC 705.12(A) " INCLUDES GROUND & CURRENT CARRYING CONDUCTORS s I CONFI W a Lu Lu CC W Q 0 Alm m 0 I Lu Qz J a U H Ln J 0 � rQj J 1 p a - v O = v Y N v Q Cn Ln Y C:, p 111 W z (A z 0 Lr cWC a 0 Q a a N N � IPI 1W rn U v) W I� I I4 ~ OS TRUG I lir-A ANY RK IN i ZONING ORDINANCE. CITY A Rwy5si�1`I� cor daftToQQfEPT 71 1Cirm No. 2Q11T ALL TIM 9S DATE: BY: GC o t I I I I — — — — — — — — — — BUILDING INSPECTION DIVISION: PV AC DISCONNECT WITH EXTERNAL GEC RELEASE DOES NOT APPLY TO CONSTRUCTION IN' HANDLE VISIBLE, LOCKABLE, LABELED EASEMENTS OR PUBLIC RIGHT-OF-WAY. AL L CHANGESMU SE APPROVED M SP AC INV1 ESI ID: 10443720006191726 CITY 16 PEIMAR SG315M (BF) MODULES QTY 1 SolarEdgeSE5000H-US (240V) INVERTER z P0 NORTH EQUIPMENT GROUNDING �— Z) 1. METAL PV MODULE FRAMES MUST BE CONNECTED TO THE EGC O (EQUIPMENT GROUNDING CONDUCTOR). 0 1.1. WEEBS MAY BE USED IN LIEU OF MODULE GROUND CLAMPS Q OR LUGS, WITH APPROVALOF AHJ AND RACKING MFG. WEEBS J ARE ONE TIME USE ONLY. SEE "we-Ilc.com" FOR RACKING SPECIFIC WEEB, INSTALL INSTRUCTIONS, AND UL 2703 CERT. H J 1.2. FOR "LAY -IN" LUG MODULE GROUNDING; CORRECT U HARDWARE OF PROPER METAL MATERIALTO AVOID w CORROSION MUST BE USED. TYPICALLY DIRECT BURIAL RATED, d TINNED, OR STAINLESS STEEL. GROUNDING LUGS MUST BE 0 0 (Y ATTACHED AT MARKED LOCATION ON EACH MODULE. iy LL 2. THE EGC (EQUIPMENT GROUNDING CONDUCTOR) IS USED TO Q BOND ALL NON -CURRENT CARRYING CONDUCTORS AND EXPOSED - Lu m L1..I METAL PARTS THAT MIGHT COME INTO CONTACT WITH w J CURRENT -CARRYING CONDUCTORS, INCLUDING THE FOLLOWING: ocN UI 2.1. PV MODULES FRAMES, ARRAY MOUNTING RACKING; THE METAL CHASSIS OF EQUIPMENT SUCH AS INVERTERS, N DISCONNECTS, METERS, JUNCTION BOXES ANDCOMBINER r4 BOXES; AND METAL CONDUIT HOLDING CIRCUITS> 250 VOLTS 0 P, (] TO GROUND PER NEC 250.97 3. THE GEC (GROUNDING ELECTRODE CONDUCTOR) IS THE CONDUCTOR USED TO CONNECT THE GE OR GE SYSTEM TO THE L1J SYSTEM GC, TO THE EGC, OR TO BOTH. > 4. THE GE (GROUNDING ELECTRODE) IS A CONDUCTING OBJECT, uw CG OFTEN A ROD, RING, OR PLATE ESTABLISHING A DIRECT CONNECTION TO EARTH. THE AC SYSTEM GROUND IS EXISTING, USUALLY AT THE EXISTING MAIN PANELAND/OR UTILITY METER. THE GROUND CAN ONLY OCCUR IN ONE PLACE AND MUST NOT BE DUPLICATED IN SUB -PANELS OR ANYWHERE ELSE ON AC SIDE. ELECTRICAL SYMBOL LEGEND z CB DC COMBINER BOX ATF AUTO TRANSFORMER raj FD-c-Bl DC DISCONNECTING © SOLAR LOAD CENTER d COMBINER BOX FA-C-Cl AC COMBINER V D© DCDISCONNECT BATT BATTERY Q Ln INV DC/AC STRING INVERTER FA-Cl AC DISCONNECT ® CRITICAL LOADS PANEL SP SERVICE PANEL J l� RSD RAPID SHUTDOWN © PERFORMANCE METER O cu SUB SUB -PANEL ® UTILITY METER > C J cu SECTION PV ARRAY TAG XFMR TRANSFORMER SECTION # JB JUNCTION BOX Q O "C 1 MODULE GROUP ® AUTO TRANSFER SWITCH = N cu PV AC DISCONNECT LOCATED ON ACCESSIBLE EXTERIOR �" Y 4 M cv C- f6 WALL WITH EXTERNAL HANDLE VISIBLE, LOCKABLE & U LABELED WITHIN 10 FEET OF THE METER. 'n cn O Lu N N p� UJ LLI Za ui zaoa a a SHED" FNVs-TOF:�RFLFAS� ORIZE AN"yVORK IN CONFU;C-MA fi>�EGlbE OR ZOH IdG ORDINANCE. CITY AWA PLANS TO B A4<EPT ON THE JOB SITE AT ALL TI AES DATE: BY: f° ` BUILDING INSPECTION DIVISION: RFI FA�qF r]C1-1-5 NOT APPLY TO CONS7RUCTION N SCALE:Ia#6S4WV §qfK*kKA?IGHT-O `-WAY. ALL GHAIVGEZ5 1 CONDUIT, RACEWAY, J-BOX, AND PULL BOXES SCALE: 2 J-BOX, DC COMBINER, AND DC DISCONNECT SCALE: 3 I WARNING: PHOTOVOLTAIC WARNING: ELECTRIC SHOCK HAZARD. THE DC _POWER SOURCE CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED 1. PLACE ON CONDUIT AND/OR RACE WAYS EVERY 10' (60"), 12" 1. ONLY FOR UNGROUNDED SYSTEMS. FROM BENDS, 12" ABOVE AND BELOW PENETRATIONS. 2. PLACED ON ALL ENCLOSURES WITH UNGROUNDED CIRCUITS 2. CODE REFERENCE: NEC 690.31(G)(3) OR DEVICES WHICH ARE ENERGIZED AND MAY BE EXPOSED 3. MINIMUM OF II/8"x53/4" DURING SERVICE. 4, FONT: 3/8" AND A WIDTH FACTOR. 3. MINIMUM OF 3" x 101/2" 5. REFLECTIVE WHITE LETTERS ON A RED BACKGROUND. 4. FONT: 3/8" 5. WHITE LETTERS ON A RED BACKGROUND. - NON -LOAD BREAK DC COMBINER / J-BOX SCALE: - 1/25 "� r-o° DO NOT OPEN UNDER LOAD 1. CODE REFERENCE: NEC 690.13(C) 2. USE ON NON -LOAD BREAK RATED DISCONNECTION. 3. MINIMUM OFI"x6" 4. FONT: 3/8" AND .8 WIDTH FACTOR 5. WHITE LETTERS ON A RED BACKGROUND. . I DO NOT DISCONNECT UNDER LOAD 8 INVERTER(S) uzca- 9 I INVERTER # 1 1. USE PLACARD "INVERTER # 1" WHEN MORE THAN 1 INVERTER IS USED. NUMBER ACCORDING TO THREE LINE DIAGRAM AND CALCULATIONS. 2. MINIMUM OFI"x4" 3. FONT: 3/8" 4. WHITE LETTERS ON A RED BACKGROUND. DC DISCONNECTS WARNING: ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION 1. PLACED ON DC DISCONNECT(5) AND ON ANY EQUIPMENT THAT STAYS ENERGIZED IN THE OFF POSITION FROM THE PV SUPPLY. 2. CODE REFERENCE: NEC 690.13(B) 3. MINIMUM OF31/2"x10" 4. FONT: 3/8" 5. WHITE LETTERS ON A RED BACKGROUND. AC AND DC DISCONNECTS AC DISCONNECT # 1 DC DISCONNECT # 1 I USE PLACARD "[AC][DC] DISCONNECT# 1" WHEN MORE THAN ONE DISCONNECT 15 USED. NUMBER ACCORDING TO THREE LINE DIAGRAM AND CALCULATIONS. I PV SYSTEM DISCONNECT 1. PLACE ON ALL AC AND DC DISCONNECTS 2. CODE REFERENCE: NEC 690.13(B) 3. MINIMUM OFVx101/2" 4. FONT: 3/8" 5. WHITE LETTERS ON A RED BACKGROUND. ESI ID: 10443720006191726 _ QTY 16 PEIMAR SG315M (BF) MODULES QTY 1 SolarEdge SE5000H-US (240V) INVERTER SCALE: 6 1/4" = 1'-0" SCALE: 110 1/4" = 1-4 DC COMBINER BOX SCALE: 1/z" =1"-0" DC COMBINER BOX COMBINER# 1 1. USE PLACARD "COMBINER # 1" WHEN MORE THAN 1 DC COMBINER IS USED. NUMBER ACCORDING TO THREE LINE DIAGRAM AND CALCULATIONS. 2. MINIMUM OFI"x4" 3. FONT: 3/8" AND.75 TO.8 WIDTH FACTOR 4. WHITE LETTERS ON A RED BACKGROUND. INVERTER(S) SCALE: 1/4" = 1'4- WARNING: ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED 2. MINIMUM OF 31/2" x 10 1/2" 3. FONT: 3/8" 4. WHITE LETTERS ON A RED BAC SOLAR kWh METE R r %t r w .:...i.,.. .IN.... 0,���ONA �`�G`�1�r �1'p\ Wyssling Consulting F-irTr-No..201.0 1 1/2" = 1'-O" 1 SOLAR PRODUCTION METER CUSTOMER OWNED PHOTOVOLTAIC SYSTEM kWh METER I 1. USE PLACARD ON CUSTOMER GENERATION METER. 2. VERIFY WHICH PLACARD 15 REQUIRED WITH AHJ. 3. MINIMUM OFI"x4" I 4. FONT: 3/8" AND.8 WIDTH FACTOR 5. WHITE LETTERS ON A RED BACKGROUND. I SHEET NOTES ui CODE ABBREVIATIONS: 1 NATIONAL ELECTRICAL CODE (NEC) INTERNATIONAL BUILDING CODE (IBC) INTERNATIONAL RESIDENTIAL CODE (IRC) Q INTERNATIONAL FIRE CODE (IFC) J UNDERWRITERS LABORATORY (UL) I- 1. COMBINATION PLACARDS MAY BE USED IN PLACE OF MULTIPLE PLACARDS FOR THE SAME DEVICE. ALL INFORMATION FROM THE w MULTIPLE PLACARDS MUST BE PRESENT. d Q 2. BLACK LETTERS WITH YELLOW BACKGROUND MAY BE USED IN 0 Q PLACE OF THE STANDARD WHITE LETTERS WITH RED w LL z BACKGROUND WITH AHJ APPROVAL. Q Q 3. ALL INTERIOR AND EXTERIOR DC CONDUIT, ENCLOSURES, LU F- RACEWAYS, CABLE ASSEMBLIES, JUNCTION BOXES, COMBINER i j m (n BOXES AND DISCONNECTS ARE MARKED. (NEC 690.31[G], NEC t= 690.13 & 690.53) 4. THE MARKINGS ON THE CONDUITS, RACEWAYS AND CABLE N ASSEMBLIES ARE EVERY 10 FEET, WITHIN ONE FOOTOF ALL LLJ N TURNS OR BENDS AND WITHIN ONE FOOT ABOVE AND BELOW + ALL PENETRATIONS OF ROOF/CEILING ASSEMBLIES, WALLS AND p O IIII O BARRIERS. (IFC 605.11.1.4, NEC 690.31[G][31) O 0 5. WHERE PV CIRCUITS ARE EMBEDDED IN BUILT-UP, LAMINATE I OR MEMBRANE ROOFING MATERIALS IN ROOF AREAS NOT > COVERED BY PV MODULES AND ASSOCIATED EQUIPMENT, THE w LOCATION OF CIRCUITS SHALL BE CLEARLY MARKED. OC 6. REQUIRED LABELS SHALL BE PERMANENT AND SUITABLE FOR THE ENVIRONMENT. MATERIALS USED FOR MARKING MUST BE WEATHER RESISTANT. UL STANDARD IS RECOMMENDED TO DETERMINE WEATHER RATING. UL LISTING OF MARKINGS IS NOT REQUIRED. SEE UL LABELING SYSTEM 969 (UL969) 7. MARKING CONTENT AND FORMAT: 7.1. ARIAL OR SIMILAR FONT, NON -BOLD. N 7.2. MINIMUM 3/8" LETTER HEIGHT FOR HEADERS. z ` 7.3. MINIMUM 1/16" LETTER HEIGHT FOR DATA J IIII 7.4. CONTRASTING BACKGROUND AND LETTERING. d 7.5. ALL CAPITAL LETTERS. U 7.6. CONTRASTING SPACE BETWEEN ROWS OF TEXT a Lm 0 7.7. DIMENSIONS OF PLACARDS ARE APPROXIMATE. MAY BE REDUCED AND/ OR INCREASED TOULAPPROVED J -p n MANUFACTURED PRODUCT O ra J X C F-- 7 RAPID SHUTDOWN SWITCH I 1/4ca1e_o„ O� p � c 1. A RAPID SHUTDOWN SWITCH SHALL HAVE A LABEL LOCATED 0 N W ON OR NO MORE THAN 1M (3 FT) FROM THE SWITCH THAT INCLUDES THE FOLLOWING: m nN c� RAPID SHUTDOWN SWITCH Y FOR SOLAR PV SYSTEM o w t2 t2 qr 2 ul I.0 Z 2. THE LABELSHALL BE REFLECTIVE WITH ALL LETTERS CAPITALIZED O Q p p d AND HAVING A MINIMUM HEIGHT OF 9.5 MM (3/8 IN.), Ln z p p Q IN WHITE ON RED BACKGROUND. Q Q 111 I MAIN SERVICE PANEL 1/a� -0"` � N W 1. LOCATE NO MORE THAN 1 m FROM THE SERVICE DISCONNT 00 a; n MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED AND N *' 0) SHALL INDICATE THE LOCATION OF ALL IDENTIFIED RAPID 41 H cn SHUTDOWN SWITCHES IF NOTATTHE SAME LOCATION. U N t n w E~'mv00 SOLAR P-M °1 0 -�,, twoRIJCifi N %0 0 0 TURNF#�HUia76WUN OF _ rV RWTEIfiQ5FHaO NO AU_ T RIZE A I�NORK IN ONFQZP0AI7I4-rTHE IJ R O 4dG ORDINANCE SHUT DOWN PV SYSTEM C31 )�0 :E P NS CI Ell KEPT ON INTHT"E J LL�TI ES 2. CODE REFERENCE: NEC 690.56(C)(1)(a) p�/ * to 3. DAjrMN 3 8 BLACK CHARACTERS ON{ 5YpEpLLWM : 4 BACKGROUND,f��Ip��klq�Sh'tll�I� DIVISION: IN BLACK ONTCL�A2MdYi�U9UI�`� - r RELEASE DOES NOT APPLY TO CONSTRUCTION EASEMENTS OR PUBLIC KIt F-WAY. / ^ALL UHANULb Mu5 I BE APPROVED 1 DC DISCONNECTS & DISCO. COMBINER SCALE: 2 AC DISCONNECT AC SUB -PANEL SCALE: 3 UTILITY METER SERVICE PANEL SUB -PANEL SCALE: I �4�� - 1'-0' + I T 1/4" -1'-0" r' � ANEL 1/4" = 1-4„ AC DISCONNECT#1 - INDEPENDENT/ SEPARATE PHOTOVOLTAIC SYSTEM PV SYSTEM AC DISCONNECT I PHOTOVOLTAIC SYSTEM PV SYSTEM DC DISCONNECT DC DISCONNECT RATEDACOUTPUTCURRENT 21.0 AMPS AC DISCONNECT MAXIMUM CIRCUIT CURRENT 15.0 ADC #1C MAXMAX.CIRCURCURRENT 18.0 ADC NORMAL OPERATING VOLTAGE 240 VOLTS RATED AC OUTPUT CURRENT 2i.o AMPS MAXIMUM VOLTAGE 480 VDC MAXIMUM VOLTAGE 480 VDC - AC NORMAL OPERATING VOLTAGE 240 VOLTS PV SYSTEM DC DISCONNECT PHOTOVOLTAIC SYSTEM DC DISCONNECT MAXIMUM CIRCUIT CURRENT ADC #2 MAX. CIRCUIT CURRENT ADC MAXIMUM VOLTAGE VDC MAXIMUM VOLTAGE VDC PV SYSTEM DC DISCONNECT PHOTOVOLTAIC SYSTEM DC DISCONNECT MAXIMUM CIRCUIT CURRENT ADC #3 MAX. CIRCUIT CURRENT ADC MAXIMUM VOLTAGE VDC MAXIMUM VOLTAGE VDC 1. PLACARD PLACED ON EACH DISCONNECT, IF MORE THAN ONE PRESENT. 2. VALUES MUST MATCH EQUIPMENT CALCULATIONS. SEE SHEET "E-001 / DC DISCONNECT [#]" 3. CODE REFERENCE: NEC 690.53 4. MINIMUM OF 21/2" x 8" OR 5" x 21/2" RESPECTIVELY. 5. FONT: 3/8" HEADER, 3/16" DATA 6. WHITE LETTERS ON A RED BACKGROUND. 7. IN SOME CASES TWO LABELS MAY BE REQUIRED. AN INVERTER WITH INTEGRATED DC DISCONNECT UTILIZING TWO MPPT TRACKERS; IF CONFIGURATION USES DIFFERENT MODULES. STRING INVERTER #1 -INTEGRATED AC DISCONNECT PV SYSTEM AC DISCONNECT PHOTOVOLTAIC SYSTEM RATED AC OUTPUT CURRENT 21.0 AMPS AC DISCONNECT AC NORMAL OPERATING VOLTAGE 240 VOLTS RATED AC OUTPUT CURRENT 21.0 AMPS AC NORMAL OPERATING VOLTAGE 240 VOLTS STRING INVERTER #2 -INTEGRATED AC DISCONNECT PV SYSTEM AC DISCONNECT PHOTOVOLTAIC SYSTEM RATED AC OUTPUT CURRENT AMPS AC DISCONNECT AC NORMAL OPERATING VOLTAGE VOLTS RATED AC OUTPUT CURRENT AMPS AC NORMAL OPERATING VOLTAGE VOLTS AC SUB -PANEL #1 PV SYSTEM AC DISCONNECT PHOTOVOLTAIC SYSTEM RATED AC OUTPUT CURRENT AMPS AC DISCONNECT AC NORMAL OPERATING VOLTAGE VOLTS - RATED AC OUTPUT CURRENT AMPS AC NORMAL OPERATING VOLTAGE VOLTS 1. PLACARD PLACED ON EACH SOLAR SYSTEM DISCONNECTING COMPONENT. 2. VALUES MUST MATCH EQUIPMENT CALCULATIONS. SEE SHEET 1-001 / AC DISCONNECT [#]" 3. CODE REFERENCE: NEC 690.54 4. MINIMUM OF 11/2" x 81/2" OR 13/4" x 61/2" RESPECTIVELY. S. FONT: 3/8" HEADER, 3/16" DATA 6. WHITE LETTERS ON A RED BACKGROUND. 4 MAP PLACARD: MAIN SERVICE PANEL AND PV INVERTER (IF Nor SAME LOCATION) SCALE: (WITH COMBINED WARNING PLACARD IF REQUIRED. EXAMPLE: LADWP) 1. PLACARD PLACED AT ELECTRICAL SERVICE AND AT THE PV LOCATION. CAUTION 2 DISCONNECTING MEANSANDRPHOTOOVO FTA CSYS EM DISCONNECTION MEANS. POWER TO THIS BUILDING IS SUPPLIED 3. CODE REFERENCE: NEC690.56(A)(B), 705.10 FROM THE FOLLOWING SOURCES WITH 4. WHITE LETTERS ON A RED BACKGROUND. DISCONNECTS LOCATED AS SHOWN: 5. MINIMUM of 7 3/4" x 5" 6. FONT: 3/4" "CAUTION", 1/4" "WARNING", 3/16" HEADER, 1/8" DATA AND NOTES 7. PLACARD WILL BE PLACED ADJACENTTO THE MAIN SERVICE AC DISCO DISCONNECT IN A LOCATION CLEARLY VISIBLE FROM WHERE UTILITY METER & INVERTER THE DISCONNECT IS OPERATED. (IFC 605.11.1.3) SERVICE PANEL W/ DC DISCO I- SOLAR ARRAY _A "-/ ON ROOFTOP N WARNING ELECTRIC SHOCK HAZARD - DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION ESIID: 10443720006191726 WARNING DUAL POWER SOURCES #1 RATED AC OUTPUT CURRENT 21.0 AMPS IACNORMALOPERATING VOLTAGE 240 VOLTS BUILDING CONTAINS TWO SOURCES OF POWER: UTILITY, SOLAR PV UTILITY SERVICE DISCONNECT LOCATED #2 BELOW. SOLAR PV SYSTEM DISCONNECT LOCATED [N/E/SN11J WALL OF BUILDING BUILDING CONTAINS TWO I SOURCES OF POWER: UTILITY, SOLAR PV UTILITY SERVICE DISCONNECT #3 LOCATED BELOW. SOLAR PV SYSTEM DISCONNECT LOCATED [N/E/SAAIJ WALL OF BUILDING 1. (#1) PLACARD PLACED AT MAIN UTILITY SERVICE DISCONNECT/BREAKER AND PV SYSTEM SUPPLY BREAKER AT POINT OF INTERCONNECTION. (#2 & #3) PLACARD(S) REQUIRED WITH #1 PLACARD WHEN UTILITY SERVICE AND PV SYSTEM DISCONNECT(S) ARE NOT LOCATED NEXT TO EACH OTHER. MAP PLACARD REQUIRED AS SPECIFIED. 2. VALUES MUST MATCH EQUIPMENT CALCULATIONS. 2.1. VALUES WILL MATCH LOAD CENTER OR SUB -PANEL VALUES IF INSTALLED AFTER INVERTERS. IFAC CONNECTION TO SERVICE PANEL COMES FROM INVERTERS; SEE SHEET "E-001 /STRING INVERTER[#] SPECIFICATIONS". 2.1.1. INVERTERS ARE PARALLEL CONNECTIONS. 2.1.2. "RATED AC OUTPUT CURRENT' WILL BE THE SUM OF THE INVERTERS 2.1.3. "AC NORMAL OPERATING VOLTAGE" WILL BE THE NAMEPLATE RATING OF THE INVERTER 3. CODE REFERENCE: NEC 690.54, NEC 705.12(B)(3) 4. MINIMUM OF 2" x 61/2" (#1), VARIES (#2 & #3) 5. FONT: 3/8" HEADER, 3/16" DATA (#1), 1/4" (#2 ) 6. WHITE LETTERS ON A RED BACKGROUND. 5 MAP PLACARD: MAIN SERVICE PANELAND PV INVERTER (IF NOT SAME LOCATION) SCALE: 1. CAUTION 2 POWER TO THIS BUILDING IS SUPPLIED 3. FROM THE FOLLOWING SOURCES WITH 4. DISCONNECTS LOCATED AS SHOWN: 6. AC DISCO 7' UTILITY METER & INVERTER SERVICE PANEL W/ DC DISCO ESI ID: 10443720006191726 .AR ARRAY ROOFTOP PLACARD PLACED AT ELECTRICAL SERVICE AND AT THE PV INVERTER AND PV DISCONNECTS IF NOT AT THE SAME LOCATION. MAP PLACARD PROVIDES DIRECTORY OF THE SERVICE DISCONNECTING MEANS AND PHOTOVOLTAIC SYSTEM DISCONNECTION MEANS. CODE REFERENCE: NEC 690.56(A)(B), 705.10 WHITE LETTERS ON A RED BACKGROUND. MINIMUM OF 61/2" x 61/2" FONT: 3/4" "CAUTION", 1/4" HEADER,1/8" DATA AND NOTES PLACARD WILL BE PLACED ADJACENT TO THE MAIN SERVICE DISCONNECT IN A LOCATION CLEARLY VISIBLE FROM WHERE THE DISCONNECT IS OPERATED. (IFC 605.11.1.3) SHEET NOTES CODE ABBREVIATIONS: NATIONAL ELECTRICAL CODE (NEC) INTERNATIONAL BUILDING CODE (IBC) INTERNATIONAL RESIDENTIAL CODE (IRC) INTERNATIONAL FIRE CODE (IFC) UNDERWRITERS LABORATORY (UL) 1. COMBINATION PLACARDS MAY BE USED IN PLACE OF MULTIPLE LU PLACARDS FOR THE SAME DEVICE. ALL INFORMATION FROM w O THE MULTIPLE PLACARDS MUST BE PRESENT. I � 2. BLACK LETTERS WITH YELLOW BACKGROUND MAY BE USED IN W L.L 0 PLACE OF THE STANDARD WHITE LETTERS WITH RED Ln F- BACKGROUND WITH AHJ APPROVAL. Q 3. ALL INTERIOR AND EXTERIOR DC CONDUIT, ENCLOSURES, coRACEWAYS, w CABLE ASSEMBLIES, JUNCTION BOXES, COMBINER � BOXES AND DISCONNECTS ARE MARKED. (NEC 690.31[E][3], NEC 690.31[E][4] & 690.53) c I N 4. REQUIRED LABELS SHALLBE PERMANENTAND SUITABLE FOR W F- THE ENVIRONMENT. MATERIALS USED FOR MARKING MUST BE WEATHER RESISTANT. ULSTANDARD IS RECOMMENDED TO DETERMINE WEATHER RATING. UL LISTING OF MARKINGS IS NOT REQUIRED. SEE UL LABELING SYSTEM 969 (UL 969) 5. MARKING CONTENT AND FORMAT: 5.1. ARIAL OR SIMILAR FONT, NON -BOLD. 5.2. MINIMUM 3/8" LETTER HEIGHT FOR HEADERS. 5.3. MINIMUM 1/16" LETTER HEIGHT FOR DATA 5.4. CONTRASTING BACKGROUND AND LETTERING. 5.5. ALL CAPITAL LETTERS. 5.6. CONTRASTING SPACE BETWEEN ROWS OF TEXT 5.7. DIMENSIONS OF PLACARDS ARE APPROXIMATE. MAY BE REDUCEDAND / OR INCREASED TO UL APPROVED MANUFACTURED PRODUCT 6. ANSI Z535.4 PRODUCTSAFETY SIGNS AND LABELS: THIS INFORMATIONAL NOTE AND ITS REQUIREMENTS FOR PLACARDS MAYBE USED WITH PRIOR APPR OVAL ROVAL OF THE AHJ. MOST NOTABLE DIFFERENCES IS COLOR OF PLACARDSAND USE OF HAND WRITTEN VALUES WITH INDUSTRIAL MARKERS ON STANDARD PLACARDS WHERE THE VALUE MAY CHANGE AT FUTURE DATE. I.E. ADDING MODULES ATA FUTURE DATE, OR STANDARD PLACARD MANUFACTURER INSTALLED ON ELECTRICAL COMPONENT. AHJ APPROVAL REQUIRED. (SEE NOTE #1 FOR INDIVIDUAL PLACARDS) Wyssling Consulting Firm No. 20109 ( CITY OF GRAPEVINE RE rn cal-- '_( t!; { '( )Nb R� ��- RESPONSIBILITY NOTES 1. PRILyyssLi-;a`N TcJ_OR/PERMILTAAPPP,pLaIICCANTSIGNERJF• ASecl�Tca�iei�is�EA V E AIc �MHORiZE AN' N C tAiro► 4p� NET((mETwdtb[DA "ODE OR ZOIN APPLICANT SIGNER WILL BE RESPONSIBLE FOR COLLECTION OF EXISTING ONSIITEEII,CN/vFORMATION �+ p Q IF�RM TO DESIGN, S �Mb MTED FOR ��LJ TOy DOCUMENT DETAILED 151'fi1� AT ALL TI DOCUMENT. 1I J� 1 G Ln a� U g a U Q z N I Qz J U Q LA J O c J 0 O N O fII OJ 3 N fi fd N CL M en LLn C7 �G O Lu Ln Ln p cc IBC Z L^ zooa a a a N -* fV r1 lD Ill Ln N 1-4 � 0) +Ln+ H CR w S 1� H o 3 1.-z O i O L0 N WORK IN 14G ORDINANCE. 2. ADVANCED SOLAR SOLUTIONS, INC IS RESPONSIBLE FOR /ING SUPPLIED INFORMATION INTO A fT SET 6 OF PERMIT DRAWINGS. ANY �' ^r� DRAW] N GS ARE SU I TRACT PECTION DIVISION: CONDITIONSBETW C�[� TAND ADVDk910EDSOLAR slYk.INr+PPLY TO CONSI RUCTIONA ACCORDANcEW31tV0TMFeR1P0BtgC RIGHT-0 -WAY. AHJ. ELECTRICAL CHARACTERISTICS (STC)- Nominal Output (Pmax) Flash Test Power Tolerance Voltage at Pmax (Vmp)Y Current at From (Imp) Open Circuit Voltage (Voc), e Short Circuit Current (Ise) _ Maximum System Voltage Maximum Series Fuse Rating Module Efficiency MECHANICAL CHARACTERISTICS Solar Cells 60 SAD) monomysfagine P_E_RC Solar Cells Size_ 156x156 ram / 6x6" Front Cover 32 mm /0.12" thick, low iron tempered glass_ Back Cover TPT (Tedlar-PET-Tedlar) Encapsula_nt _ EVA(Ethylene vinyl acetate) Frame A_ notlrze_d alummium alloy, double wall Framehmshing Black Backshee_t finishing White _ Diodes _ 3 Bypass diodes serviceable Junction So_x IP67 rated _ MC4 or compatible connector _Connector Cables Length 900 mm /35.4" Cables Section _ 4.0 ram'/ 0.006 iM _ Dimensions 164Ox992x4O mm / 64.Sx39x1.57" Weight- _ _ a _18 Kg/_39.7lbs_ Max. Load Certified to 5400 Pa DIMENSIONS 992 ram / 39' 01 sal E E E {�1 $ A �A I 40 mm 1 57- SG315M (BF) 315 W 61+5 W 33 V 4.57 A 40.93 V 9.82 A 1500 v 5A 19.36% TEMPERATURE CHARACTERISTICS NOCT" Temperature Coefficientof Pmax Temperature Coefficient of Vac _ Temperature Coefficient of Ise Operatna Temperatun; PACKAGING`** Pallet dimensions Pieces per pallet Weight —A " CERTIFICATIONS Fire Resistance Rating Module fire performance PV MODULE CUT SHEET 45x2 =C -0.40 %/'C -0.32 %/'C 0.047 %/'C -40'G-+85"C 17OW 2000200 mm / 67.47.47"' 27 516 Kg / 1138 Ibs Class C (for ULC/ORNC1703-01) _ _Type 1 (for UL 1703) _ CURRENT/VOLTAGE CHARACTERISTICS Values apply ro modules: SG315M (8Fl ■ 1 coo W/ma ■ Sao W/mr ■ 600 W/m' ■ 400 W/ma ■ 200 W/ma VOLTAGE M' MODULE TEMP.: 25-C SECTION A 1000 W/m2 -A at 25=C 10.E <— ■ E_ Evr` tm,r 1000',W.2 at 50'C ■ 1000 W/m2 at 0°C 35 mm I 1,38' - VOLTAGEM 'STC (Standard Test Condition) Irradiance 1000w/m" Module Temperature 25'C; AlrMass 1.5 "NOCT.. (Nominal 0perafion Cell Tempe(ature) Sun 860W{m?Air 20"C; Wind speed lnus "'Pallets can be shacked up to hva ///PEIMAR ,���s .rc s:: �na:r .w..un.wxJ+ew law.✓•arw� ///PEIMAR rrat-un ralc , ASSURED ENERGY Product Lobibtp Insurance OBE HIGH EFFICIENCY LINE rrrz € — a — -. --s - - 4 1 "MADE IN ITALY" MODULE PEIMAR monocrystalline solar panels, produced using a combination of innovative production processes and advanced engineering techniques, provide customers with maximum output and super high performance (over 20% efficiency). This allows fewer panels to be used to generate more energy, ideal N space is restricted or environmental conditions are challenging. Modem design, using matching black cells and frames and a very long I'despan ensure this monochrystalline are a great option. 'Thanks to the use of PERC tags, PEIMAR modules are able to reach even higher efficiances, as they facilitate the light imprisonment in close proximity to the rear surface and optimise the electron capture. #� POSITIVE POWER OUTPUT TOLERANCE AMODULE FIRE PERFORMANCE: CLASS I klANSFIEFLECTIVE GLASS HAILSTORM RESISTANCE CELLS N a FRAME 04 BACKSHEET I I JUNCTION BOX SG315M (BF) OTY: 6D L'ELLS TYPE: MONO 56R EERC TECHNOLOGY A DIMENSION: 156xl56 ram , 6x6' I- L1J LJJ 2 I ` ^ a V O W LL _ H cc J C W fb (n UJ x1 N W N O O O 0 0 r-1 l"I o cc W cc r'4 -ct N r1 t.0 n to rV 1 Ln r-I t0 0) 17-4 N Ix-' 00) d in W L n O Z O 0 O 11 xi N PV MODULE CUTSHEET $p CSA GSA GROUP" C$p GROUP" Certificate: 70216168 Mauer Contract: 274817 Certificate of Compliance Proj eet: 80011096 Date Issued: 2019-10-08 Certificate: 70216168 Master Contract: 274917 SG380M 380 38.70 9.83 47.21 10.45 SG375M 375 38.50 9.75 47.10 15.31 1 Project: 80011096 Date Issued: 2019-10-08 SG370M 370 38.40 9.65 46.90 10.24 SG365M 365 38.30 9.54 46.80 10.12 3 Issued To: 09 Fellowship Inclowship Road, Suite 115 SG360M 360 38.20 9.47 46.70 10.09 09 Fel East Gate Center SG355M 355 38.10 9.35 46.60 10.00 Mount Laurel, New Jersey, 08054 SC,350M 350 38.00 9.22 46,20 9.94 United States SG345M 345 37.90 9.12 45.80 9.90 SG340M 340 37.86 9.00 45.31 9.86 Attention: Stefano Caruso SG335M 335 37.82 8.87 45.25 9.73 The products listed below are eligible to bear the CSA Mark shown with 5G325M 325 37.600 8.65 f SG335M 335 37.8.45.20 9.54 45.00 9.54 adjacent indicator 'USSG320M 320 37.50 8.54 - 44.80 9.50 - SG315M 315 37.46 8.43 44.70 9.40 SG310M 310 37.40 8.31 44.60 9.28 SG305M 305 37.31 8.22 44.40 9.18 Issued by: udY Si* g Max Series Fuse Rating (A) 20 Uday Singh Max System Voltage M 1500 Fire Performance Rating Type 1 us • Model SGXXXP Series, multi -crystalline silicon, 72 Cell, where xxx is the power output front 350 W to 305 W. Rated Voltage at Current at Open Circuit Short Max @ Rated @ Max Rated Max Voltage (q7! Circuit PRODUCTS Model STC Power Power @ STC Current (a? (Watts) (V) STC (A) STC CLASS 531190 - POWER SUPPLIES - Photovoltaic Modules and Panels (Certified to U.S. Standards) (A) (A) (I'max) fi'mp) (Imp) (Voe) (Ise) Photovoltaic Modules SG350P 350 37.81 9.27 46.57 9.85 • Model SGXXXM Series, mono -crystalline silicon, 72 Cell, where xxx is the power output from 380 W to SG345P 345 37.69 9.16 46.41 9.74 305 W. SG340P 340 37.58 9.05 46.26 9.63 Electrical data: SG335P 335 37.48 8.94 46.10 9.54 SG330F 330 37.38 8.83 45.98 9.42 Rated Voltage at Current at Rated Open Circuit Short Circuit I SG325P 325 37.28 8.72 45.97 9.31 Max @ Rated @ Max Max Power @ Voltage @ Current (u' I SG320P 320 37.17 8.61 45.75 9.19 I STC Power STC STC STC I SG315P 315 37.06 8.50 45.64 9.07 Model (Watts) (V) (A) (A) (A) I SG310P 310 36.95 8.39 45.52 8.95 SG305P 305 36.84 8.28 45.41 S. (Pmax) (V-P) (Imp) (VOC) (Ise) tilax Series Fuse Raiinl; (A) 20 DOD $07 Fite. 20044-30 © 2018 CSA Braun. All rivhts rescrvW. Pape ! DQP 507 Rev. 2Q ©2018 CSA Grou . All rizhts Pv r 2 ■ t!1 w w 2 V) D a U LLI LL a_ J G 7 w CO C W ry Lu o N 0 0 r_1 O o � l V) z a a U_ Q U) N J p o v O LrMi C7 Y Ln o0 W i� V) 2W oC C p z O 0 Q ¢a Ln N -i Ln LID 0) N+6+ H Ln rn u Vr LU ~ Q ovo z 0i o 0LL N CU J J M N c Y M N M � r n 1 Ep CSA GROUP" Certificate: 70216168 Project: 8001 1.096 PV MODULE CUTSHEET Master Contract: 274817 Date Issued: 2019-10-08 SC300P 300 32.21 9.32 39.14 9.79 SG295P 295 32.07 9.21 39.03 9.67 SG290P 290 31.92 9.09 38.92 9.57 SG285P 285 31.74 8.98 38.79 9.46 5G280P 280 31.61 8.86 38.68 9.35 SG275P 275 31.47 8.74 38.57 9.24 J SG270P 270 31.36 8.61 38.45 9.11 J SG265P 265 31.26 8.48 38.31 8.99 SC260P 260 31.14 8.35 38.19 8.85 Max Series Fuse Ratin, i A 1 20 Max System Voltage (V) 1500 Fire Performance Rating Type 1 Notes: 1. Rated electrical characteristics are within +/-10% of measured values at Standard Test Conditions of 100 mWlcm2 irradiance, AM 1.5 spectrum, and 25'C. 2. 1500V maximum system voltage can only be used with 1500V rated components (Junction box, connector and cable) APPLICABLE REOUIREMENTS J UL 1703-3`d Edition J Flat -Plate Photovoltaic Modules and Panels D023 307 REV. 2019-04-30 0 2018 CSA G= . All rigbts reserved. Page 4 r Certificate: 70216168 Project 80011096 70216168 DUD 5o7 Rev.2oIS-mAu (EPCSA GROUP" Supplement to Certificate of Compliance Master Contract: 274817 The products listed, including the latest revision described below, are eligible to be marked in accordance with the referenced Certificate. Product Certification History Date Description 2019-10-08 Updated report 70216168 to add 2 cells to the components. Added model number SGXXXP to the report. Testing: was compliant to UL1703 3'd edition. 2019-06-17 New certification for 72/60 cell monocrystalline module. Testing was compliant to UL1703 31d edition. ® 2018 CSA Group. All rights reserved. Page 1 I H LU w F V) cc Z) LU LU D_ U Cr W° a -c D J C CrLLI m `/ v=i LU N LLJ N 0o N : O o > LU tr V) Z CL _U Q ri J QLn O o = Y N Q ti �p N M ?� Ln C7 Y Ln O LU Ln Ln N Lu Lu z u1 Z a a a N ct N Ln N r-1 Ln r1 lD Ql V) H 01 U � H c s N C 00 z O L O 0 ri N U J J [0 H C Ad M N L R !3 a 9 INVERTER CUT SHEET Single Phase Inverter Z • C With HD -Wave Technology m for North America ;0 SE300OH-US / SE3800H-US / SE5000H-US / SE6000H-US / 1111011111111111 SE760OH-US / SE10000H-US / SE1140OH-US m solar �n C' '1 • � I ir: ! mill,' :c O • O ! l C O l,• ! Optimized installation with HD -Wave technology / Specifically designed to work with / Extremely small power optimizers / Record -breaking efficiency / Built-in module -level monitoring / Fixed voltage inverter for longer strings / Outdoor and indoor installation If Integrated arc fault protection and rapid shutdown for / Optional: Revenue grade data, ANSI C12.20 NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5% accuracy) UL1741 SA certified, for CPUC Rule 21 gridl compliance solar=vs / Single Phase Inverter Wit H D=Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE10000H-US / SE1140OH-US OUTPUT Rated AC Power Output 6000 @ 240V 3000 3800 @ 240V 5000 7600 10000 11400 @ 240V I VA 3300 @ 208V 5000 @ 208V _ 10000 @ 208V l 3800 @ 240V 6000 @ 240V Maximum AC Power Output 3000 5000 7600 10000 11400 @ 240V VA 3300 @ 208V 5000 @ 206V 10000 @ 208V AC Output Voltage Min.-Nom: Max. ✓ i ✓ ✓ ✓ ✓ ✓ ✓ jl Vac - 240 - 264) AC Output Voltage Min: Nom: Max. _ I ✓ _ ✓ _ _ ✓ Vac (183 - 208 - 229) I AC Frequency (Nominal) 59.3 - 60 - 60.50) Hz Maximum Continuous Output 12.5 16 + 21 I 25 32 42 I 47.5 I A Current @240V I S 1111 Maximum Continuous Output - _ 16 I I 24 I - I 48.5 I A Current @208V GFDI Threshold 1 I A Utility Monitoring, Islanding Protection, Country Configurable Yes Thresholds INPUT Maximum DC Power @240V i 4650 1 5900 7750 9300 1 11800 15500 I 17650 W Maximum DC Power @208V 5100 7750 �- j 15500 W Transformer -less, Ungrounded I Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current@240Ve1 8.5 I 10.5 13.5 16.5 20 I 27 30.5 Adc Maximum Input Current @208VRt - 9 - 13.5 27 Adc Max. Input Short Circuit Current 45 Adc Reverse -Polarity Protection Yes Ground -Fault Isolation Detection 600ku Sensitivity Maximum Inverter Efficiency 99 99.2 I % CEC Weighted Efficiency 99 1 99 @ 240V i % _ 98.5 @ 208V Nighttime Power Consumption < 2.5 W ADDITIONAL FEATURES Supported Communication Interfaces RS485, Ethernet, ZigBee (optional), Cellular (optional) 1 Revenue Grade Data, ANSI C12.20 Optionallst Rapid Shutdown -NEC 2014 and Automatic Rapid Shutdown upon AC Grid Disconnect 2017 690.12 STANDARD COMPLIANCE Safety UL1741, UL1741 SA, UL1699B, CSA C22.2, Canadian AFCI according to T.I.L. M-07 Grid Connection Standards IEEE1547, Rule 21, Rule 14 (HI) Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size / AWG 3/4" minimum / 14-6 AWG I Range 3/4" minimum /14-4 AWG DC Input Conduit Size / # of Stings/ 3/4" minimum / 1-2 strings / 14-6 AWG I 3/4' minimum / 1-3 strings / 14-6 AWG AWG Range Dimvenssii, ns with Safety Switch 17.7 x 14.6 x 6.8 / 450 x 370 x 174 I (HxWeight 21.3 x 14.6 x 7.3 / 540 x 370 x 185 � n with Safety Switch 22 / 10 25.1 / 11.4 26.2 / 11.9 I 38.8 / 17.6 lb / kg Noise < 25 ! 'SC dBA Cooling Natural Convection Operating Temperature Range -40 to +140 / -25 to +6019 (-40'F / -40'C option)"' 'F / -C Protection Rating NEMA 4X Qnverter with Safety Switch) n For other regional settings please contact SolarEdge support w A higher current source may be used; the inverter will Ilm¢ its input current to the values stated la Revenue grade inverter P/N SExxxH-U5000NNC2 1°t For Power de -rating Information refer to: https//wwwsolaredge.com/sites/defauh/files/se-temperatwe-derabng-note-na.pdf 1e-40version P/N: SFxxxH-US000NNU4 ® SolarEdge Tedhnologies, Inc All rights reserved SOIAREDGE. the SolarEdge logo, OPTIMIZED BY SOIAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc All Ro H S othertrademarks mentioned herein are trademarks of their tespea'rve owners. Date: 12/201SM1/ENG NAM. Su*ot to change without notice. w W F_ W V D_ Nc� W C Lu °0 t=i1 W e-I N LU N 0 o M t\-I Q LU W V) Z Q d U_ Q Qa--I � J W > , J p a a, N Y N 1Z M N f6 rn LLnLn l7 Y O LU cn Ln O LLJ � CC d L^ zooa a a aN-i kLD n � N s -I Lr1 00 N D1 23 N H rn U to W L n O Z � Z 4, O i- O 0 c-I Ll N Power Optimizer For North America P320 / P340 / P370 / P400 / P401 / P405 / P485 / P505 25 YEAR WARRANTY PV power optimization at the module -level / Specifically designed to work with SolarEdge inverters / Up to 25% more energy / Superior efficiency (99.5%) / Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading / Flexible system design for maximum space utilization 0 N m 7v / Fast installation with a single bolt / Next generation maintenance with module - level monitoring / Meets NEC requirements for arc fault protection (AFCI) and Photovoltaic Rapid Shutdown System (PVRSS) / Module -level voltage shutdown for installer and firefighter safety solar -•• DC/DC CONVERTERS CUT SHEET / Power Optimizer For North America P320 / P340 / P370 / P400 / P401 / P405 / P485 / P505 INPUT Rated Input DC Powere1 320 340 370 1 400 405 1 485 1 505 W Absolute Maximum Input Voltage 48 60 80 60 125R1 I 83R1 Vdc (Vocatlowesttemperature) + MPPT Operating Range B - 48 1 8 - 60 0F_ 8-60 12.5-105 12.5-83 Vdc Maximum Short Circuit Current 11 til" I 11.75 11 14 Adc (ISE) 1 .1 Maximum DC Input Current I 13.75 .5 I 14.65 12.5 17.5 Adc Maximum Efficiency I 99.5 % Weighted Efficiency I 98.8 J 98.6 % Overvo@age Category II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 8S Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 ± 0.1 Vdc STANDARD COMPLIANCE EMC _ FCC Part1S Class 8, IEC61000-6-2, IEC61000-6-3 Safety IEC62109-1 (class II safety), UL1741 Material UL94 V-0 , UV Resistant ROHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System 1000 Vdc Voltage Compatible inverters I All SolarEdge Single Phase and Three Phase inverters Dimensions (W x L x H) 129x153x27.5/5.1x6x1.1 _ 12 9x.5 129x153x29.5 129x159x49.5/5.1x6.3x1.9 /5.1x153x61.3x1.3 I /5.1x6x1.16 129x162x59/ mm 5.1x6.4z2.3_ /in Weight (including cables) I 630 / 1.4 750 / 1.7 1 1 5 / 1.5 845 / 1.9 1064/ 2.3 gr/ Ib Input Connector MC40 Single or dual I MC4i'1 Input Wire Length MC41s1f" 0.16 / 0.52 m / ft Output Wire Type / Connector _ I Double Insulated / MC4 Output Wire Length 0.9 / 2.95 J` 1.2 / 3.9 m / ft Operating Temperature Rangei5i ' -40 - +85 / -40 - +185 _ _ProtectionRating f IP68/NEMA6P Relative Humidity 0 -100 % 0) Rated power of the module at STC will not exceed the optimizer'Rated Input DC Power'. Modules with up to +5% power tolerance are allowed (2) NEC 2017 requires max input voltage be not more than 80V (3) For other connector types please contact SolarEdge (4) For dual version for parallel connection of two modules use P48S-4NMDMRM. In the case of an odd number of PV modules in one string, installing one P485 dual version power optimizer connected to one PV module When connecting a single module seal the unused input connectors with the supplied pair of seals. (5) For ambient temperature above +85°C /+1WF power de -rating is applied, Refer to Power Optimizers Temperature De -Rating Technical Note for more details. Minimum String Length P3320, P' -., P370, I 8 (Power Optimizers) I P40( P401 FP_-5, P485, P505 1 6 Maximum String Length (Power Optimizers) I 25 5700 (6000 with Maximum Power per String SE7600-US - SE11400-5250 !I1 us) Parallel Strings of Different Lengths or Orientations Yes (6) For detailed string suing information refer to http //w w.sclaredge.com/sites/default(files/string_sizing na.pdf (7) It is not allowed to mix P405/P485/P505 with P320/P340/P370/P400/P401 in one string (8) A string with more than 30 opfimizers does not meet NEC rapid shutdown requirements; safety voltage will be above the 30V requirement N For 208V grid: it is allowed to install up to 6,500W per string when the maximum power difference between each string is 1,000W 00) For 277/480V grid: it is allowed to install up to 1S,0i per string when the maximum power difference between each string is 2,000W 10 18 8 14 25 5018) 60001a1 127501101 4 W LU LU Lu W U a LU � a N� �M W b cc L=i1 LLI N W O C4 Q n Iqt 0 O � 1 7 LU to Z U_ Q Ln LQry i O C) O 0 2 S _ . ]J N 11 N M Y to to O LU to V) p � LU LLJ Za Ln z 0 Q Q Q N a --I Ln 1 71 M In H M C) In LU c t O S � 3 z O O 0 ei N C' ETI► SolarEdge—rwlogies Ltd. All rights reserved.SOIAREDGE, the SolarEdge logo, OPTIMIZED / SOLAREDGE arctrademarksgregisteredtimarks deatSolarEdge Techogies, rrollnc ROHS All othertrademae:0 la mentioned herein are trademarks o(theirrespective owners.Dat9(10i0/VOi/ENG NAMAM . Subject to change without notice. d'ILI Id.+i Intertek AQ IRONRIDGE Solar Is Not Always Sunny Over their lifetime, solar panels experience cou extreme weather events. Not just the worst stor but the worst storms in 40 years. High winds ca ripping panels from a roof, and snowfalls weigh enough to buckle a panel frame. XR Rails are the structural backbone preventin( these results. They resist uplift, protect against buckling and safely and efficiently transfer loads into the building structure. Their superior spanning capability requires fewer roof attachments, reducing the number of roof penetrations and the amount of installation time. 1� Compatible with Flat & Pitched Roofs XR Rails are compatible with RashFoot and other pitched roof attachments. r Force -Stabilizing Curve Sloped roofs generate both vertical and lateral forces on mounting rails which can cause them to bend and twist. The curved shape of XR Rails is specially designed to increase strength in both directions while resisting the twisting. This unique feature ensures greater security during extreme weather and a longer system lifetime. IronRidge offers a range of tilt leg options for flat roof mounting applications. RACKING & RAIL CUT SHEET XR Rail Family XR Rail Family Corrosion -Resistant Materials All XR Rails are made of 6000-series aluminum alloy, then protected with an anodized finish. Anodizing prevents surface and structural corrosion, while also providing a more attractive appearance. Tech Brfef The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific design loads, while minimizing material costs. Depending on your locatio n, there is an XR Rail to match. XR10 XR10 is a sleek, low -profile mounting rail, designed for regions with light or no snow. It achieves 6 foot spans, while remaining light and economical. 6'spanning capability Moderate load capability Clear & black anodized finish Internal splices available Rail Selection XR100 XR100 is the ultimate residential mounting rail. It supports a range of wind and snow conditions, while also maximizing spans up to 8 feet. 8'spanning capability • Heavy load capability • Clear & black anodized finish • Internal splices available XR1000 XR1000 is a heavyweight among solar mounting rails. It's built to handle extreme climates and spans 12 feet or more for commercial applications. 12'spanning capability Extreme load capability Clear anodized finish Internal splices available The following table was prepared in compliance with applicable engineeri ng codes and standards. Values are based on the following criteria: ASCE 7-10, Roof Zone 1, Exposure B, Roof Slope of 7 to 27 degrees and Me an Building Height of 30 ft. Visit IronRidge.com for detailed span tables and certifications. oa Im- Snow JPSF) Wind (MPH) #11 120 None 140 160 100 120 10-20 140 160 100 30 160 100 ., 40 160 M 50-70 160 80-90 160 RAIII Span 61 a XR1000 O M4 Im+FMgo. Inc. AM righh rraanrtd. Yoft www.1r0md9eatnm or cog 1-=6-227-Wa rm more ihicn., hmn Yerum 1.13 . h cc w a. cc 0 W LL N �c W c W m N W oN 00 O W Ce L7 Z Q J a- U J O O 2 a. O q* O vi F— w W D U IZ d LUJ m � � J C N ca Y N O- c0 N M Ln LO W N N Z a Z p p Q Q Q ri n e1 N ko 001 N +� ^ Lf1 r3 0) Xrn U v1 W r t n F- .@ Be Z 0 O Ll N RACKING & RAIL CUT SHEET UJI LU ® r Ln AX IRONRIDGE Class A Fire Rating Frequently Asked Questions D What is a "module type"? What attachments and flashings are deemed V Background �— compatible with Class A? w O 11 LL The new UL1703 standard introduces the concept of a to TestingI- + 'V module type, based on 4 construction parameters Attachments and their respective flashings are not w Fire All roofing products are tested and J CO and 2 fire performance parameters. The purpose of constituents of the rating at this time. All code -compliant LU z) classified for their ability to resist fire. Test Setup :his classification is to certify mounting systems without flashing methods are acceptable from a fire rating `" LL I Solar Modules seeding to test it with every module. standpoint. N Recently, these fire resistance standards Solar modules are given a Type "' o were expanded to include solar equipment Classification based on their ¢ r lfl materials and construction. What roofing materials are covered? What mounting height is acceptable? o 0 O as part of the roof system. Specifically, this � requires the modules, mounting hardware Mounting System o f and roof covering to be tested together as Mounting is tested as part of a 0 All fire rated roofing materials are covered within this UL fire testing was performed with a gap of 5", which is � system that includes type -tested certification including composition shingle, clay and considered worst case in the standard. Therefore, the > a system to ensure they achieve the same modules and fire -rated roof covering. cement tile, metal, and membrane roofs. rating is applicable to any module to roof gap. aWc fire rating as the original roof covering. Roof covering Roof covering products are given a These new requirements are being adopted Fire Class Rating of A. B or C based What if I have a Class C roof, but the jurisdiction Am I required to install skirting to meet the fire throughout the country In 2016. on their tested fire resistance. now requires Class A or B? code? Generally, older roofs will typically be "grandfathered No, IronRidge achieved a Class A fire rating without any c/1 Burning Brand Test in", and will not require re -roofing. However, if 50% or additional racking components. Z IronRidge Certification more of the roofing material is replaced for the solar Q installation the code requirement will be enforced. 0- What determines Fire Classification? U IronRidge was the first company to Q Ln receive a Class A Fire Rating —the highest Where is the new fire rating requirement code listed? Fire Classification refers to a fire -resistance rating J possible rating —from Intertek Group plc., a system for roof covering materials based on their ability p :2 Nationally Recognized Testing Laboratory. 20121BC: 1509.7.2 Fire classification. Rooftop to withstand fire exposure. > c mounted photovoltaic systems shall have the same fire O o ai A burning wooden block is placed on module as a fan blows at 12 mph. f 0 IronRidge Flush Mount and Tilt Mount Flame cannot be seen on underside of roof within so minutes. classification as the roof assembly required by Section Class A - effective against severe fire exposure O �o •� Systems were tested on sloped and flat 1505. Class B - effective against moderate fire exposure 3: Class C - effective against light fire exposure a M N Co roofs in accordance with the new UL 1703 ' r,n & UL 2703 test standards. The testing Spread of Flame Test Where is a Class A Fire Rating required? Y in evaluated the system's ability to resist What if the roof covering is not Class A rated? to to The general requirement for roofing systems in the IBC "' w w flame spread, burning material and g q g � � � � z structural damage to the roof. refers to a Class C fire rating. Class A or B is required for The IronRidge Class A rating will not diminish the fire fLn Z o ' areas such as Wildland Urban Interface areas (WUI) and rating of the roof, whether Class A, B, or C. ¢ a Refer to the table below to determine the for very high fire severity areas. Many of these areas are found throughout the western United States. California rN v N requirements for achieving a Class A Fire "I;Fm has the most Class A and B roof fire rating requirements, What tilts is the tilt mount system fire rated for? Ln N Lo r, Rating on your next project. Flame at southern edge of roof is aimed up the roof as a fan blows at 12 due to wild fire concerns. � rn mph. The flame cannot spread 6 feet or more in 10 minutes. The tilt mount system is rated for 1 degrees and up and N X any roof to module gap, or mounting height. r� 4• Are standard mid clamps covered? w c s 1`1 ~ 76 2 o °o • .. .. Mid clamps and end clamps are considered part of the Z PV "system", and are covered in the certification. o c 0 Flush Mount rr4 LL Any Slope Type 1, 2, & 3 Class A More Resources J R a+ Tilt Mount Installation Manuals - • Engineering Certification Letters s 6 Degrees Type 1, 2, & 3 Class A Visit our website for manuals that include UL We offer complete engineering resources 2703 Listing and Fire Rating Classification. and pre -stamped certification letters. a L J Go to 'pass A rated PV systems can be installed on Class A. e, and C roofs. Go to IronRidge.com IronRidge.com :P.M IOU"— ;�� //L IRONRIDGE Simplified Grounding for Every Application The UFO family of components eliminates the need for separate grounding hardware by bonding solar modules directly to IronRidge XR Rails. All system types that feature the UFO family —Flush Mount, Tilt Mount and Ground Mount —are fully listed to the UL 2703 standard. UFO hardware forms secure electrical bonds with both 1he module and the rail, resulting in many parallel grounding paths throughout the system. This leads to safer and more reliable installations. Stopper Sleeve The Stopper Sleeve snaps onto the UFO, converting it into a bonded end clamp. Bonded Splice Each Bondcla Splive uses self-driYing screws to form a secure connection. No bonding strap needed. RACKING & RAIL CUT SHEET UFO Family of Components Grounding Lug Asingle Grounding Lug connects an entire row of PV modules to the grounding conductor. J Universal Fastening Object (UFO) The UFO securely bonds solar modules to XR Rails, It comes assembled and lubricated, and can fit a wide range of module heights. Bonded Attachments The bonding bolt attaches and bonds the L-foot to the rail. It is installed with the same socket as the rest of the system. System Diagram ------- --- --- -------- -- -------- A -------- --- ---- ___8 ---- --- -------- --- --- V -------- V ------- -------- -------- -------- -------- O UFO C Stopper Sleeve • Grounding Lug m Bonded Splice Ground Wire 4 Approved Enphase microinverters can provide equipment grounding of IronRidge systems, eliminating the need for grounding lugs and field installed equipment ground conductors (EGC). A minimum of two microinverters mounted to the same rail and connected to the same Engage cable is required. Refer to installation manuals for additional details. UL Certification The IronRidge Flush Mount, Tilt Mount, and Ground Mount Systems have been listed to UL 2703 by Intertek Group plc. UL 2703 is the standard for evaluating solar mounting systems. It ensures these devices will maintain strong electrical and mechanical connections over an extended period of time in extreme outdoor environments. Go to ironRidge.com/UFO UFO/Stopper Bonded Splice d d Grounding Lugs 1 per Row 1 per Row N/A 1 per Array Microinverters Enphase - M250-72, M250-60, M215-60, C250-72 & Power Darfon - MIG240, MIG300, G320, G640 Optimizers SolarEdge - P300, P320, P400, P405, P600, P700, P730 Fire Rating Class Class N/A Modules Tested or Evaluated with over 400 Framed Modules Refer to installation manuals for a detailed list. r L O pet8 imnSidgw, Inc. AU Nghts rwesrv" VWt wwwlronridgwaom of caft 14M-227-raM for m rs iWorrtmUo i. Vomlon 1,10 2 LU a cc 0 W U_ J G Wm � N N w o H � �p o 0 F— LU LLI 2 Ln U Cr LLl to Z a U a I— J O o tl f6 N rO 3 Ln Y O w t2 N o LU ou'c z a tri z a a a N ch N Ln N � N 1110 rn 23 � rn U N w c t t` ~ 'M 0 0 z O L o 0 N I /%L IRONRIDGE The Strongest Attachment in Solar IronRidge FlashFoot2 raises the bar in solar roof . protection. The unique water seal design is both elevated and encapsulated, delivering redundant layers of protection against water intrusion. In addition, the twist -on Cap perfectly aligns the rail attachment with the lag bolt to maximize mechanical strength. Twist -On Cap FlashFoot2's unique Cap design encapsulates the lag bolt and locks into place with a simple twist. The Cap helps FlashFoot2 deliver superior structural strength, by aligning the rail and lag bolt in a concentric load path. Single Socket Size Acustom-design lag bolt allows you to install FlashFoot2 with the same 7/16" socket size used on other Flush Mount System components. STANCHION - ROOF ATTACHMENT CUT SHEET tm FlashFoot2 Installation Features Three -Tier Water Seal FlashFoot2's seal architecture utilizes three layers of protection. An elevated platform diverts water away, while a stack of rugged components raises the seal an entire inch. The seal is then fully-encapuslated by the Cap. FlashFoot2 is the first solar attachment to pass the TAS-100 Wind -Driven Rain Test. Water -Shedding Design An elevated platform diverts water away from the water seal. B Tk d A Alignment Markers Quickly align the flashing with chalk lines to find pilot holes C B Rounded Corners Makes it easier to handle and insert under the roof shingles. H LU LU D W a V ( � W LU O� t*.L ~� J r r / W m `/ cn LtJ N W N Oo 00 O o t LU cc "I C Reinforcement Ribs A Help to stiffen the flashing and prevent any bending or to crinkling during installation. Z a _U Q Ln J QLn O 5 c Benefits of Concentric Loading ,zoo O o -0 GJ 1000enroorz a 12 O L > Traditional solar attachments have a Y N a horizontal offset between the rail and lag Z' $00 + umong Competitor f° rNrt r6 bolt, which introduces leverage on the lag p 600 Ln bolt and decreases uplift capacity. Y to 400 0 Low -Cost Competitor_ Uj c � G � to cc FlashFoot2 is the only product to align the � zoo FlashFoot2Z '^ z o o a rail and lag bolt. This concentric loading Q design results in a stronger attachment for a 1 2 3 the system. Rail -to -Lag Offset (in) Ln N r-I Ln LD M [1 J Ln H O�1 Testing & Certification Ln LU >r i Structural Certification O o Designed and Certified for Compliance with the International Building Code & ASCE/SEI-7. O ,0 N Water Seal Ratings J Water Sealing Tested to UL441 Section 27 "Rain Test" and TAS 100-95 "Wind Driven Rain Test" by Intertek. �g Ratings applicable for composition shingle roofs having slopes between 2 :12 and 12:12.CA UL 2703 Conforms to UL 2703 Mechanical and Bonding Requirements. See Flush Mount Install Manual for full ratings. :I- ro C STANCHION - ROOF ATTACHMENT CUT SHEET Test Verification of Conformity In the basis of the tests undertaken, the sample(s) of the below product have been found to comply with the requirements of the referenced specifications at the time the tests were carried out. Name & Address: Product Description: IronRidge, Inc. 1495 Zephyr Ave. Hayward, CA 94544 USA Flush Mount System with XR Rails. Ratings & Principle Fire Class Resistance Ratint=.: Characteristics: -Flush Mount (Symmetrical). Class A Fire Rated for Low Slope applications when using Type 1, 2 and 3, listed photovoltaic modules. Class A Fire Rated for Steep Slope applications with Type1, 2 and 3, listed photovoltaic modules. Tested with a 5" gap (distance between the bottom the module frame and the roof covering), per the standard this system can be installed at any gap allowed by the manufacturers installation instructions. No perimeter guarding is required. This rating is applicable with any IronRidge or 3'rd party roof anchor. Models: IronRidge Flush Mount with XR Rails Brand Name: IronRidge Flush Mount Relevant Standards: UL 2703 (Section 15.2 and 15.3) Standard for Safety Mounting Systems, Mounting Devices, Clamping/Retention Devices, and Ground Lugs for Use with Flat -Plate Photovoltaic Modules and Panels, First Edition dated Jan. 28, 2015 Referencing UL1703 Third Edition dated Nov. 18, 2014, (Section 31.2) Standard for Safety for Flat -Plate Photovoltaic Modules and Panels. Verification Issuing Office: Intertek Testing Services NA, Inc. 8431 Murphy Drive Middleton, WI 53562 Date of Tests: 08/27/2014 to 03/17/2015 Test Report Number(s): 101769343MID-001r1, 101769343MID-001a, 101915978MID-001 & 101999492MID-001ar1-crl. This verification is part of the full test report(s) and should be read in conjunction with them. This report does not automatically imply product certification. Completed by: Chris Zimbrich Reviewed by: Chad Naggs Title: Technician II, Fire Resistance Title: Technician I, Fire Resistance LOL k,A C'11L 4,- Signature: Signature: Date: 05/25/2016 Date: 05/25/2016 This Verification is for the exclusive use of intertek's client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement for any loss, expense or damage occasioned by the use of this Verification. Only the Client is authorized to permit copying or distribution of this Verification. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test/inspection results referenced in this Verification are relevant only to the sample tested/inspected. This Verification by itself does not imply that the material, product or service is or has ever been under an Intertek certification program. 28357 Industrial Blvd. RON RI DGE Hayward, CA 94545 1-800-227-9523 IronRidge.com Attn: Corey Geiger, COO, IronRidge Inc. Date: September 5th, 2019 Re: Structural Certification for the IronRidge FlashFoot2 This letter addresses the structural capacity of the IronRidge FlashFoot2 (FF2) component for use as a roof attachment for PV solar systems. FF2 is composed of an aluminum Cap, a 9" x 12" aluminum flashing, and an aluminum stabilizing base. The flashing component is attached to an underlying roof rafter using a 5/16" lag bolt. The assembly details are shown in Exhibit EX 0013. The referenced uplift and lateral resistance of FF2 is based on structural tests conforming to ASTM D1761-12 "Standard Test Methods for Mechanical Fasteners in Wood." Testing was performed by installing a FF2 component on a sample roof deck composed of composition shingles covering 'W OSB Board over a 2x4 Douglas Fir rafter as shown in Figure 1. The moisture content and specific gravity of the rafter was measured and recorded per ASTM D2395-14 "Standard Test Methods for Density and Specific Gravity (Relative Gravity) of Wood and Wood -Based Materials." The moisture content for uplift test samples was between 8% and 15% with an average specific gravity of 0.54. The moisture content for lateral test samples was 13% with an average specific gravity of 0.54. The critical failure mode observed for both the uplift and lateral tests was pullout of the 5116" lag screw from the rafter. The average peak loads recorded at the critical failure point for the uplift and lateral tests were 3203 lbs. and 1237 lbs., respectively. A safety factor of 3.0 was applied to certify the allowable u plift capacity to 1067 lbs. and the allowable lateral capacity to 412 lbs. for a substrate with a specific gravity of 0.54. For rafter wood species with specific gravity other than 0.54, the allowable uplift capacity shall be adjusted by a factor of \ G 1= per 0.54 AP&PA National Design Specification Eq. (12.2-1), and the allowable lateral capacities shall be adjusted per the equation 1— (0.5 — G) from APA Engineering Wood Construction Guide APA 2011 (G is wood specific gravity). For the common wood species, the allowable capacities are provided in Table 1. I Douglas Fir, Larch Douglas Fir, South Hem, Fir Hem, Fir (North) Southern Pine S;!ruce, Pine, Fir Table 1. IronRidge FlashFoot2 Allowable Capacities(') rr W a W 0 W LL un cam_ J co W 00 t=r1 N W N � O 0 W (A Z g d U H J O O O 2 d to F_ w w LO F_ Z) U Z) C( W NDS Assigned Specific Allowable Uplift Capacity Allowable Lateral Capacity O Lu N t� Wood Species Gravity(2) (lbs)(3) (lbs)l3l O = a z a 0.50 951 396 1 u1 Z p p a 0.46 839 380 Q Q 0.43 758 368 0.46 839 380 0.55 1097 416 0.42 732 364 (I) The minimum size rafter is 2x4. (2) The listed specific gravities are per 2015 NDS Table 12.3.3A. (3) Values are based on securing lag bolt within center 113 of rafterwidth with a minimum 2.5"end distance, and loading directions as shown in Figure 1. Lateral uplift GFT-OP-11 a (24-MAR-2014) 0 2019 IronRidge, Inc. FlashFoot2 Certffication Letter- 1 N U vt U J J M 4W N C Y M GJ L A M C 0 0 -4 N -41 � 0 0) n F- rn t 1`1 t f 'i 0 pci `o LL EXHIBIT: EX-0013 ( 12.3in I _ �--( 4.5in ; 9.Oin j I ( 3.6in STABILIZING BASE ( 3.7in STANCHION -ROOF ATTACHMENT CUT SHEET ( 3.01n 4�•, '� � O V /L FlashFoot2 Cap can be installed in either orientation shown ITEM NO DESCRIPTION 1 ASSY, FLASHING, MILL OR BLACK 2 ASSY, CAP, MILL OR BLACK 3 BOLT LAG 5/16 X 4.75" 4 WASHER, EPDM BACKED IRONRIDGEI ASSY, FLASHFOOT2 DWG. NO. EX-6013 H w w 2 a U W O Lu _ Ln W C CfLum v=i W N W N O a --I O I Lu In z g _U Q � Ln _j J O J 0 C o N F- Y Qj d f6 N N rn Ln Y of N O Lu p 2WoC it z Ln z Q O t7 Q Q LO .I n Ln N aq Ln ^ Lfl �YN1 +�+ U N H c = O a z O L O LOY r-1 N J J m 4A Y f0 m L a coR ' n r T FM,T*N Powering Business Worldwide General Duty Cartridge Fuse Safety Switch DG221 NRB UPC:782113120317 Dimensions: • Height: 6.25 IN • Length: 5.73 IN • Width: 6.1 IN Weight:5 LB Notes:Maximum hp ratings apply only when dual element fuses are used. 3-Phase hp rating shown is a grounded B phase rating, UL listed. Warranties: • Eaton Selling Policy 25-000, one (1) year from the date of installation of the Product or eighteen (18) months from the date of shipment of the Product, whichever occurs first. Specifications: • Type: General Duty/Cartridge Fuse • Amperage Rating: 30A • Enclosure: NEMA 3R • Enclosure Material: Painted galvanized steel • Fuse Class Provision: Class H fuses • Fuse Configuration: Fusible with neutral • Number Of Poles: Two -pole • Number Of Wires: Three -wire • Product Category: General Duty Safety Switch • Voltage Rating: 240V Supporting documents: • Eatons Volume 2-Commercial Distribution • Eaton Specification Sheet - DG221 NRB Certifications: • UL Listed pe.eaton.com AC D ISCON N ECT CUT SHEET 1 Switching Devices 1 Safety Switches r� All general -duty switches above 100A and all heavy- duty switches incorporate these K-Series switch design features. • Two points of contacl provide a positive open and close, easier operation, and also help prevent contact burning for longer contact life Visible Double -Break Rotary Blade Mechanism • Protects against accidental contact with energized parts. Probe holes enable the user to test if the line side is energized without removing the shield. Not provided on general - duty switches, but available as a field kit or factory installed Clear Line Shield Clearly Visible Handle • The position (ON or OFF) can be clearly seen from a distance and the length provides for easy operation L A .,+ • Y F Triple Padlocking Capability • Personnel safety feature because the large hasp can accommodate up to three 3/8-inch (9.5 mm) shanklocks I i �r Additional Locking Capability • Cabinet door can be further padlocked at the top and bottom as applicable Interlocking Mechanism Door cannot be opened when the handle is in the ON position. Front and side operable defeater mechanism provides for user access when necessary on single - throw switches Tangential Knockouts • An ample number are provided on the top, bottom and sides of both NEMA Types 1 and 3R enclosures through 200A Bolt -On Hub Kits • For switches in a NEMA Type 3R, 30-200A. Use a Myers type hub for all others V2-T7-26 Volume 2—Commercial Distribution CA08100003E—May 2018 www.eaton.com © 2016 Eaton. All rights reserved. Standards and Certifications • UL listed File No. E5239 • Meets UL 98 for enclosed switches and NEMA Std. KS-1 U�• Listed Seismic Qualifications • General -duty switches exceed the requirements of Uniform Building Code (UBC) and California Code Title 24 OSP-0011-10, OSP-0012-10 H w I-u W U o_ 0 li W LL _ J C LLI Co n C 1= Ln W N W o N p o � o o I w s V) Z a a U_ Q `Li 1 J t0D O rm- J p o aU H M c O v 3 CU Y N CL m N M 3 Ln Y o u1 V) o <oocUJz a Ln Z a a a r'4Lo� 6n N 1 Ln 1 U) 01 Ln 00 U Ln W Z ~ o Z i 0 0 o LL N U J io y C Y M a� L M 0